Regression test updates due to recent fixes in norm calculations
git-svn-id: http://svn.sintef.no/trondheim/IFEM/trunk@1130 e10b68d5-8a6e-419e-a041-bce267b0401d
This commit is contained in:
kmo
Knut Morten Okstad
parent
db7d829241
commit
fff507aab9
@ -97,4 +97,3 @@ Number of unknowns 297
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Total reaction forces: Sum(R) = 0 0 269.35
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Energy norm: |u^h| = a(u^h,u^h)^0.5 : 25.2357 a(u^h,u^h) = 636.8394095
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External energy: ((f,u^h)+(t,u^h))^0.5 : 47.3434 (f,u)+(t,u) = 2241.396332
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@ -45,8 +45,8 @@ Number of unknowns 40
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External energy: ((f,u^h)+(t,u^h))^0.5 : 0.0572888 (f,u)+(t,u) = 0.003282011423
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Stress norm, L2: (sigma^h,sigma^h)^0.5 : 1.25395
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Pressure norm, L2: (p^h,p^h)^0.5 : 0.506837 (p^h = trace(sigma^h)/3)
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Deviatoric stress norm: (s^d,s^d)^0.5 : 1.29976 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 1.49092
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Deviatoric stress norm: (s^d,s^d)^0.5 : 0.895393 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 1.09663
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Node #5: sol1 = -4.998386e-03 2.545075e-02
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Node #15: sol1 = -1.162330e-02 2.616219e-02
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Node #25: sol1 = -2.013237e-02 2.708485e-02
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@ -59,8 +59,8 @@ Number of unknowns 40
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External energy: ((f,u^h)+(t,u^h))^0.5 : 0.114557 (f,u)+(t,u) = 0.0131233192
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Stress norm, L2: (sigma^h,sigma^h)^0.5 : 2.50724
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Pressure norm, L2: (p^h,p^h)^0.5 : 1.0134 (p^h = trace(sigma^h)/3)
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Deviatoric stress norm: (s^d,s^d)^0.5 : 2.15596 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 2.54568
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Deviatoric stress norm: (s^d,s^d)^0.5 : 1.79034 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 2.19271
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Node #5: sol1 = -1.000727e-02 5.088876e-02
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Node #15: sol1 = -2.325341e-02 5.230622e-02
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Node #25: sol1 = -4.026857e-02 5.414201e-02
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@ -73,8 +73,8 @@ Number of unknowns 40
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External energy: ((f,u^h)+(t,u^h))^0.5 : 0.171805 (f,u)+(t,u) = 0.0295168308
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Stress norm, L2: (sigma^h,sigma^h)^0.5 : 3.75988
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Pressure norm, L2: (p^h,p^h)^0.5 : 1.51968 (p^h = trace(sigma^h)/3)
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Deviatoric stress norm: (s^d,s^d)^0.5 : 3.02512 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 3.61613
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Deviatoric stress norm: (s^d,s^d)^0.5 : 2.68485 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 3.28825
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Node #5: sol1 = -1.502663e-02 7.631400e-02
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Node #15: sol1 = -3.489030e-02 7.843207e-02
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Node #25: sol1 = -6.040856e-02 8.117150e-02
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@ -87,8 +87,8 @@ Number of unknowns 40
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External energy: ((f,u^h)+(t,u^h))^0.5 : 0.229032 (f,u)+(t,u) = 0.05245545
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Stress norm, L2: (sigma^h,sigma^h)^0.5 : 5.01186
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Pressure norm, L2: (p^h,p^h)^0.5 : 2.02568 (p^h = trace(sigma^h)/3)
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Deviatoric stress norm: (s^d,s^d)^0.5 : 3.90166 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 4.69428
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Deviatoric stress norm: (s^d,s^d)^0.5 : 3.57891 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 4.38325
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Node #5: sol1 = -2.005645e-02 1.017265e-01
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Node #15: sol1 = -4.653394e-02 1.045397e-01
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Node #25: sol1 = -8.055229e-02 1.081733e-01
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@ -101,8 +101,8 @@ Number of unknowns 40
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External energy: ((f,u^h)+(t,u^h))^0.5 : 0.286238 (f,u)+(t,u) = 0.08193207697
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Stress norm, L2: (sigma^h,sigma^h)^0.5 : 6.2632
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Pressure norm, L2: (p^h,p^h)^0.5 : 2.53141 (p^h = trace(sigma^h)/3)
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Deviatoric stress norm: (s^d,s^d)^0.5 : 4.78235 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 5.77647
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Deviatoric stress norm: (s^d,s^d)^0.5 : 4.47253 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 5.47771
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Node #5: sol1 = -2.509670e-02 1.271261e-01
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Node #15: sol1 = -5.818429e-02 1.306292e-01
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Node #25: sol1 = -1.006997e-01 1.351474e-01
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@ -115,8 +115,8 @@ Number of unknowns 40
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External energy: ((f,u^h)+(t,u^h))^0.5 : 0.343423 (f,u)+(t,u) = 0.1179396083
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Stress norm, L2: (sigma^h,sigma^h)^0.5 : 7.51387
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Pressure norm, L2: (p^h,p^h)^0.5 : 3.03686 (p^h = trace(sigma^h)/3)
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Deviatoric stress norm: (s^d,s^d)^0.5 : 5.6655 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 6.86096
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Deviatoric stress norm: (s^d,s^d)^0.5 : 5.3657 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 6.57162
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Node #5: sol1 = -3.014737e-02 1.525130e-01
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Node #15: sol1 = -6.984135e-02 1.567005e-01
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Node #25: sol1 = -1.208508e-01 1.620939e-01
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@ -129,8 +129,8 @@ Number of unknowns 40
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External energy: ((f,u^h)+(t,u^h))^0.5 : 0.400588 (f,u)+(t,u) = 0.1604709369
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Stress norm, L2: (sigma^h,sigma^h)^0.5 : 8.76389
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Pressure norm, L2: (p^h,p^h)^0.5 : 3.54203 (p^h = trace(sigma^h)/3)
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Deviatoric stress norm: (s^d,s^d)^0.5 : 6.55016 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 7.9468
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Deviatoric stress norm: (s^d,s^d)^0.5 : 6.25843 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 7.66498
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Node #5: sol1 = -3.520842e-02 1.778870e-01
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Node #15: sol1 = -8.150507e-02 1.827536e-01
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Node #25: sol1 = -1.410054e-01 1.890127e-01
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@ -143,8 +143,8 @@ Number of unknowns 40
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External energy: ((f,u^h)+(t,u^h))^0.5 : 0.457732 (f,u)+(t,u) = 0.2095189525
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Stress norm, L2: (sigma^h,sigma^h)^0.5 : 10.0133
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Pressure norm, L2: (p^h,p^h)^0.5 : 4.04692 (p^h = trace(sigma^h)/3)
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Deviatoric stress norm: (s^d,s^d)^0.5 : 7.43578 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 9.03343
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Deviatoric stress norm: (s^d,s^d)^0.5 : 7.15071 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 8.7578
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Node #5: sol1 = -4.027984e-02 2.032482e-01
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Node #15: sol1 = -9.317542e-02 2.087884e-01
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Node #25: sol1 = -1.611636e-01 2.159038e-01
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@ -157,8 +157,8 @@ Number of unknowns 40
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External energy: ((f,u^h)+(t,u^h))^0.5 : 0.516874 (f,u)+(t,u) = 0.2671582674
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Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.2707
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Pressure norm, L2: (p^h,p^h)^0.5 : 4.55886 (p^h = trace(sigma^h)/3)
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Deviatoric stress norm: (s^d,s^d)^0.5 : 8.3228 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 10.1213
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Deviatoric stress norm: (s^d,s^d)^0.5 : 8.04241 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 9.8499
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Node #5: sol1 = -4.567188e-02 2.302417e-01
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Node #15: sol1 = -1.055543e-01 2.367059e-01
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Node #25: sol1 = -1.825830e-01 2.447018e-01
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@ -171,8 +171,8 @@ Number of unknowns 40
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External energy: ((f,u^h)+(t,u^h))^0.5 : 0.578533 (f,u)+(t,u) = 0.334700519
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Stress norm, L2: (sigma^h,sigma^h)^0.5 : 12.5408
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Pressure norm, L2: (p^h,p^h)^0.5 : 5.07692 (p^h = trace(sigma^h)/3)
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Deviatoric stress norm: (s^d,s^d)^0.5 : 9.21956 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 11.2204
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Deviatoric stress norm: (s^d,s^d)^0.5 : 8.94133 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 10.9508
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Node #5: sol1 = -5.061127e-02 2.593361e-01
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Node #15: sol1 = -1.187244e-01 2.669433e-01
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Node #25: sol1 = -2.057310e-01 2.757976e-01
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@ -185,8 +185,8 @@ Number of unknowns 40
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External energy: ((f,u^h)+(t,u^h))^0.5 : 0.650797 (f,u)+(t,u) = 0.4235363795
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Stress norm, L2: (sigma^h,sigma^h)^0.5 : 13.858
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Pressure norm, L2: (p^h,p^h)^0.5 : 5.63236 (p^h = trace(sigma^h)/3)
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Deviatoric stress norm: (s^d,s^d)^0.5 : 10.1197 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 12.3234
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Deviatoric stress norm: (s^d,s^d)^0.5 : 9.84247 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 12.0545
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Node #5: sol1 = -5.796877e-02 2.983897e-01
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Node #15: sol1 = -1.372365e-01 3.071552e-01
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Node #25: sol1 = -2.370396e-01 3.168040e-01
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@ -199,8 +199,8 @@ Number of unknowns 40
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External energy: ((f,u^h)+(t,u^h))^0.5 : 0.747864 (f,u)+(t,u) = 0.5593003048
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Stress norm, L2: (sigma^h,sigma^h)^0.5 : 15.3002
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Pressure norm, L2: (p^h,p^h)^0.5 : 6.26976 (p^h = trace(sigma^h)/3)
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Deviatoric stress norm: (s^d,s^d)^0.5 : 11.0584 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 13.4725
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Deviatoric stress norm: (s^d,s^d)^0.5 : 10.778 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 13.2003
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Node #5: sol1 = -6.902803e-02 3.610224e-01
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Node #15: sol1 = -1.676239e-01 3.723359e-01
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Node #25: sol1 = -2.884550e-01 3.826612e-01
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@ -213,8 +213,8 @@ Number of unknowns 40
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External energy: ((f,u^h)+(t,u^h))^0.5 : 0.871446 (f,u)+(t,u) = 0.7594178079
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Stress norm, L2: (sigma^h,sigma^h)^0.5 : 16.8878
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Pressure norm, L2: (p^h,p^h)^0.5 : 6.97537 (p^h = trace(sigma^h)/3)
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Deviatoric stress norm: (s^d,s^d)^0.5 : 12.0851 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 14.7289
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Deviatoric stress norm: (s^d,s^d)^0.5 : 11.7996 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 14.4515
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Node #5: sol1 = -8.278554e-02 4.518916e-01
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Node #15: sol1 = -2.097738e-01 4.669631e-01
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Node #25: sol1 = -3.627685e-01 4.791943e-01
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@ -227,8 +227,8 @@ Number of unknowns 40
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External energy: ((f,u^h)+(t,u^h))^0.5 : 1.06876 (f,u)+(t,u) = 1.142245259
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Stress norm, L2: (sigma^h,sigma^h)^0.5 : 18.7107
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Pressure norm, L2: (p^h,p^h)^0.5 : 7.82369 (p^h = trace(sigma^h)/3)
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Deviatoric stress norm: (s^d,s^d)^0.5 : 13.2002 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 16.0919
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Deviatoric stress norm: (s^d,s^d)^0.5 : 12.902 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 15.8016
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Node #5: sol1 = -1.111964e-01 6.338038e-01
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Node #15: sol1 = -2.891242e-01 6.520125e-01
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Node #25: sol1 = -5.017261e-01 6.673538e-01
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@ -241,8 +241,8 @@ Number of unknowns 40
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External energy: ((f,u^h)+(t,u^h))^0.5 : 1.49695 (f,u)+(t,u) = 2.240863025
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Stress norm, L2: (sigma^h,sigma^h)^0.5 : 20.539
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Pressure norm, L2: (p^h,p^h)^0.5 : 8.73029 (p^h = trace(sigma^h)/3)
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Deviatoric stress norm: (s^d,s^d)^0.5 : 14.1992 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 17.3153
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Deviatoric stress norm: (s^d,s^d)^0.5 : 13.8995 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 17.0233
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Node #5: sol1 = -2.127496e-01 1.166198e+00
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Node #15: sol1 = -5.405789e-01 1.190702e+00
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Node #25: sol1 = -9.310242e-01 1.216784e+00
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@ -255,8 +255,8 @@ Number of unknowns 40
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External energy: ((f,u^h)+(t,u^h))^0.5 : 1.98959 (f,u)+(t,u) = 3.958472741
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Stress norm, L2: (sigma^h,sigma^h)^0.5 : 22.1047
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Pressure norm, L2: (p^h,p^h)^0.5 : 9.46234 (p^h = trace(sigma^h)/3)
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Deviatoric stress norm: (s^d,s^d)^0.5 : 15.1274 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 18.4534
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Deviatoric stress norm: (s^d,s^d)^0.5 : 14.8327 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 18.1662
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Node #5: sol1 = -3.756985e-01 1.939111e+00
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Node #15: sol1 = -9.120024e-01 1.969263e+00
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Node #25: sol1 = -1.567799e+00 2.002381e+00
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@ -269,8 +269,8 @@ Number of unknowns 40
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External energy: ((f,u^h)+(t,u^h))^0.5 : 2.5004 (f,u)+(t,u) = 6.252001699
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Stress norm, L2: (sigma^h,sigma^h)^0.5 : 23.4375
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Pressure norm, L2: (p^h,p^h)^0.5 : 10.1164 (p^h = trace(sigma^h)/3)
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Deviatoric stress norm: (s^d,s^d)^0.5 : 15.8549 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 19.3459
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Deviatoric stress norm: (s^d,s^d)^0.5 : 15.5656 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 19.0639
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Node #5: sol1 = -5.830080e-01 2.894935e+00
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Node #15: sol1 = -1.369633e+00 2.928779e+00
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Node #25: sol1 = -2.345853e+00 2.950500e+00
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@ -283,8 +283,8 @@ Number of unknowns 40
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External energy: ((f,u^h)+(t,u^h))^0.5 : 3.01702 (f,u)+(t,u) = 9.102429444
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Stress norm, L2: (sigma^h,sigma^h)^0.5 : 24.594
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Pressure norm, L2: (p^h,p^h)^0.5 : 10.6914 (p^h = trace(sigma^h)/3)
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Deviatoric stress norm: (s^d,s^d)^0.5 : 16.4711 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 20.1014
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Deviatoric stress norm: (s^d,s^d)^0.5 : 16.1847 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 19.8222
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Node #5: sol1 = -8.421771e-01 3.998041e+00
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Node #15: sol1 = -1.914392e+00 4.031512e+00
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Node #25: sol1 = -3.258358e+00 4.019535e+00
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@ -297,8 +297,8 @@ Number of unknowns 40
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External energy: ((f,u^h)+(t,u^h))^0.5 : 3.53723 (f,u)+(t,u) = 12.5119789
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Stress norm, L2: (sigma^h,sigma^h)^0.5 : 25.6616
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Pressure norm, L2: (p^h,p^h)^0.5 : 11.2029 (p^h = trace(sigma^h)/3)
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Deviatoric stress norm: (s^d,s^d)^0.5 : 17.0765 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 20.8436
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Deviatoric stress norm: (s^d,s^d)^0.5 : 16.793 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 20.5672
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Node #5: sol1 = -1.159860e+00 5.232860e+00
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Node #15: sol1 = -2.551985e+00 5.256531e+00
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Node #25: sol1 = -4.305638e+00 5.183237e+00
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@ -311,8 +311,8 @@ Number of unknowns 40
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External energy: ((f,u^h)+(t,u^h))^0.5 : 4.05902 (f,u)+(t,u) = 16.47561617
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Stress norm, L2: (sigma^h,sigma^h)^0.5 : 26.6219
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Pressure norm, L2: (p^h,p^h)^0.5 : 11.6478 (p^h = trace(sigma^h)/3)
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Deviatoric stress norm: (s^d,s^d)^0.5 : 17.6508 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 21.5477
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Deviatoric stress norm: (s^d,s^d)^0.5 : 17.3699 (s^d = sigma^h - p^h\*I)
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Stress norm, von Mises: vm(sigma^h) : 21.2737
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Node #5: sol1 = -1.544440e+00 6.585063e+00
|
||||
Node #15: sol1 = -3.290548e+00 6.584161e+00
|
||||
Node #25: sol1 = -5.490680e+00 6.416231e+00
|
||||
|
||||
@ -42,14 +42,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.0539182 (f,u)+(t,u) = 0.002907173786
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 1.15081
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 0.440125 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 1.56693 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 1.71171
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 0.862106 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 1.05586
|
||||
Node #5: sol1 = -4.439177e-03 2.256776e-02
|
||||
sol2 = 6.128175e-02 4.305727e-02 3.025873e-02 8.233465e-03 3.053769e-02
|
||||
sol2 = 6.128175e-02 4.305727e-02 3.025873e-02 8.233465e-03 3.053769e-02 0.000000e+00
|
||||
Node #15: sol1 = -1.010260e-02 2.326109e-02
|
||||
sol2 = 2.879261e-02 3.519538e-02 1.855677e-02 -6.415535e-04 1.457876e-02
|
||||
sol2 = 2.879261e-02 3.519538e-02 1.855677e-02 -6.415535e-04 1.457876e-02 0.000000e+00
|
||||
Node #25: sol1 = -1.702335e-02 2.384792e-02
|
||||
sol2 = -8.677970e-03 6.313725e-03 -6.856405e-04 -4.350914e-03 1.502002e-02
|
||||
sol2 = -8.677970e-03 6.313725e-03 -6.856405e-04 -4.350914e-03 1.502002e-02 0.000000e+00
|
||||
step=2 time=0.1
|
||||
Primary solution summary: L2-norm : 0.0194054
|
||||
Max X-displacement : 0.034049 node 25
|
||||
@ -59,14 +59,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.10782 (f,u)+(t,u) = 0.01162522738
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 2.30111
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 0.880047 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 2.25431 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 2.59103
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 1.72385 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 2.11128
|
||||
Node #5: sol1 = -8.885823e-03 4.512607e-02
|
||||
sol2 = 1.224869e-01 8.611124e-02 6.049429e-02 1.648877e-02 6.104823e-02
|
||||
sol2 = 1.224869e-01 8.611124e-02 6.049429e-02 1.648877e-02 6.104823e-02 0.000000e+00
|
||||
Node #15: sol1 = -2.021007e-02 4.650877e-02
|
||||
sol2 = 5.760117e-02 7.037434e-02 3.711341e-02 -1.286948e-03 2.914729e-02
|
||||
sol2 = 5.760117e-02 7.037434e-02 3.711341e-02 -1.286948e-03 2.914729e-02 0.000000e+00
|
||||
Node #25: sol1 = -3.404899e-02 4.767606e-02
|
||||
sol2 = -1.730925e-02 1.261345e-02 -1.361802e-03 -8.718084e-03 3.000856e-02
|
||||
sol2 = -1.730925e-02 1.261345e-02 -1.361802e-03 -8.718084e-03 3.000856e-02 0.000000e+00
|
||||
step=3 time=0.15
|
||||
Primary solution summary: L2-norm : 0.029102
|
||||
Max X-displacement : 0.0510769 node 25
|
||||
@ -76,14 +76,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.161706 (f,u)+(t,u) = 0.02614895723
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 3.45091
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 1.31976 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 3.01691 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 3.55333
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 2.58523 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 3.16625
|
||||
Node #5: sol1 = -1.333993e-02 6.767492e-02
|
||||
sol2 = 1.836153e-01 1.291619e-01 9.070665e-02 2.476578e-02 9.153162e-02
|
||||
sol2 = 1.836153e-01 1.291619e-01 9.070665e-02 2.476578e-02 9.153162e-02 0.000000e+00
|
||||
Node #15: sol1 = -3.032239e-02 6.974303e-02
|
||||
sol2 = 8.642557e-02 1.055368e-01 5.566986e-02 -1.936105e-03 4.370559e-02
|
||||
sol2 = 8.642557e-02 1.055368e-01 5.566986e-02 -1.936105e-03 4.370559e-02 0.000000e+00
|
||||
Node #25: sol1 = -5.107689e-02 7.148444e-02
|
||||
sol2 = -2.589385e-02 1.889915e-02 -2.028490e-03 -1.310137e-02 4.496559e-02
|
||||
sol2 = -2.589385e-02 1.889915e-02 -2.028490e-03 -1.310137e-02 4.496559e-02 0.000000e+00
|
||||
step=4 time=0.2
|
||||
Primary solution summary: L2-norm : 0.0387945
|
||||
Max X-displacement : 0.068107 node 25
|
||||
@ -93,14 +93,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.215576 (f,u)+(t,u) = 0.04647315732
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 4.6002
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 1.75928 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 3.8158 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 4.55143
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 3.44625 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 4.22078
|
||||
Node #5: sol1 = -1.780147e-02 9.021431e-02
|
||||
sol2 = 2.446671e-01 1.722091e-01 1.208958e-01 3.306437e-02 1.219879e-01
|
||||
sol2 = 2.446671e-01 1.722091e-01 1.208958e-01 3.306437e-02 1.219879e-01 0.000000e+00
|
||||
Node #15: sol1 = -4.043954e-02 9.296389e-02
|
||||
sol2 = 1.152657e-01 1.406827e-01 7.422605e-02 -2.588943e-03 5.825365e-02
|
||||
sol2 = 1.152657e-01 1.406827e-01 7.422605e-02 -2.588943e-03 5.825365e-02 0.000000e+00
|
||||
Node #25: sol1 = -6.810701e-02 9.527305e-02
|
||||
sol2 = -3.443175e-02 2.517081e-02 -2.685712e-03 -1.750062e-02 5.989112e-02
|
||||
sol2 = -3.443175e-02 2.517081e-02 -2.685712e-03 -1.750062e-02 5.989112e-02 0.000000e+00
|
||||
step=5 time=0.25
|
||||
Primary solution summary: L2-norm : 0.048483
|
||||
Max X-displacement : 0.0851393 node 25
|
||||
@ -110,14 +110,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.26943 (f,u)+(t,u) = 0.07259261912
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 5.74898
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 2.19859 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 4.63387 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 5.56747
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 4.3069 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 5.27486
|
||||
Node #5: sol1 = -2.227045e-02 1.127442e-01
|
||||
sol2 = 3.056421e-01 2.152530e-01 1.510617e-01 4.138440e-02 1.524169e-01
|
||||
sol2 = 3.056421e-01 2.152530e-01 1.510617e-01 4.138440e-02 1.524169e-01 0.000000e+00
|
||||
Node #15: sol1 = -5.056150e-02 1.161713e-01
|
||||
sol2 = 1.441214e-01 1.758119e-01 9.278195e-02 -3.245384e-03 7.279148e-02
|
||||
sol2 = 1.441214e-01 1.758119e-01 9.278195e-02 -3.245384e-03 7.279148e-02 0.000000e+00
|
||||
Node #25: sol1 = -8.513933e-02 1.190419e-01
|
||||
sol2 = -4.292296e-02 3.142839e-02 -3.333473e-03 -2.191571e-02 7.478512e-02
|
||||
sol2 = -4.292296e-02 3.142839e-02 -3.333473e-03 -2.191571e-02 7.478512e-02 0.000000e+00
|
||||
step=6 time=0.3
|
||||
Primary solution summary: L2-norm : 0.0581674
|
||||
Max X-displacement : 0.102174 node 25
|
||||
@ -127,14 +127,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.323268 (f,u)+(t,u) = 0.1045021317
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 6.89726
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 2.63769 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.46308 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 6.59361
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.1672 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 6.3285
|
||||
Node #5: sol1 = -2.674684e-02 1.352647e-01
|
||||
sol2 = 3.665404e-01 2.582934e-01 1.812043e-01 4.972574e-02 1.828189e-01
|
||||
sol2 = 3.665404e-01 2.582934e-01 1.812043e-01 4.972574e-02 1.828189e-01 0.000000e+00
|
||||
Node #15: sol1 = -6.068827e-02 1.393653e-01
|
||||
sol2 = 1.729926e-01 2.109244e-01 1.113375e-01 -3.905349e-03 8.731908e-02
|
||||
sol2 = 1.729926e-01 2.109244e-01 1.113375e-01 -3.905349e-03 8.731908e-02 0.000000e+00
|
||||
Node #25: sol1 = -1.021738e-01 1.427910e-01
|
||||
sol2 = -5.136748e-02 3.767187e-02 -3.971782e-03 -2.634648e-02 8.964758e-02
|
||||
sol2 = -5.136748e-02 3.767187e-02 -3.971782e-03 -2.634648e-02 8.964758e-02 0.000000e+00
|
||||
step=7 time=0.35
|
||||
Primary solution summary: L2-norm : 0.0678477
|
||||
Max X-displacement : 0.11921 node 25
|
||||
@ -144,14 +144,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.377089 (f,u)+(t,u) = 0.1421964817
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 8.04503
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 3.07659 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.29925 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 7.62591
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.02712 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 7.38169
|
||||
Node #5: sol1 = -3.123063e-02 1.577756e-01
|
||||
sol2 = 4.273619e-01 3.013304e-01 2.113237e-01 5.808826e-02 2.131937e-01
|
||||
sol2 = 4.273619e-01 3.013304e-01 2.113237e-01 5.808826e-02 2.131937e-01 0.000000e+00
|
||||
Node #15: sol1 = -7.081981e-02 1.625459e-01
|
||||
sol2 = 2.018792e-01 2.460201e-01 1.298926e-01 -4.568757e-03 1.018364e-01
|
||||
sol2 = 2.018792e-01 2.460201e-01 1.298926e-01 -4.568757e-03 1.018364e-01 0.000000e+00
|
||||
Node #25: sol1 = -1.192104e-01 1.665203e-01
|
||||
sol2 = -5.976531e-02 4.390124e-02 -4.600644e-03 -3.079281e-02 1.044785e-01
|
||||
sol2 = -5.976531e-02 4.390124e-02 -4.600644e-03 -3.079281e-02 1.044785e-01 0.000000e+00
|
||||
step=8 time=0.4
|
||||
Primary solution summary: L2-norm : 0.0775239
|
||||
Max X-displacement : 0.136249 node 25
|
||||
@ -161,14 +161,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.430895 (f,u)+(t,u) = 0.1856704534
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 9.19229
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 3.51529 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.14002 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 8.66219
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.88669 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 8.43443
|
||||
Node #5: sol1 = -3.572182e-02 1.802770e-01
|
||||
sol2 = 4.881066e-01 3.443638e-01 2.414198e-01 6.647182e-02 2.435414e-01
|
||||
sol2 = 4.881066e-01 3.443638e-01 2.414198e-01 6.647182e-02 2.435414e-01 0.000000e+00
|
||||
Node #15: sol1 = -8.095612e-02 1.857130e-01
|
||||
sol2 = 2.307811e-01 2.810989e-01 1.484472e-01 -5.235531e-03 1.163436e-01
|
||||
sol2 = 2.307811e-01 2.810989e-01 1.484472e-01 -5.235531e-03 1.163436e-01 0.000000e+00
|
||||
Node #25: sol1 = -1.362492e-01 1.902298e-01
|
||||
sol2 = -6.811645e-02 5.011647e-02 -5.220065e-03 -3.525454e-02 1.192778e-01
|
||||
sol2 = -6.811645e-02 5.011647e-02 -5.220065e-03 -3.525454e-02 1.192778e-01 0.000000e+00
|
||||
step=9 time=0.45
|
||||
Primary solution summary: L2-norm : 0.0883129
|
||||
Max X-displacement : 0.155133 node 25
|
||||
@ -178,14 +178,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.487863 (f,u)+(t,u) = 0.2380102501
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 10.3482
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 3.96304 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.98222 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 9.69896
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.74393 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 9.48434
|
||||
Node #5: sol1 = -4.058440e-02 2.055131e-01
|
||||
sol2 = 5.451972e-01 3.815588e-01 2.687630e-01 7.675469e-02 2.750128e-01
|
||||
sol2 = 5.451972e-01 3.815588e-01 2.687630e-01 7.675469e-02 2.750128e-01 0.000000e+00
|
||||
Node #15: sol1 = -9.212439e-02 2.116324e-01
|
||||
sol2 = 2.641099e-01 3.196906e-01 1.693045e-01 -7.120648e-03 1.322828e-01
|
||||
sol2 = 2.641099e-01 3.196906e-01 1.693045e-01 -7.120648e-03 1.322828e-01 0.000000e+00
|
||||
Node #25: sol1 = -1.551333e-01 2.167124e-01
|
||||
sol2 = -7.633409e-02 5.646230e-02 -5.762901e-03 -3.992994e-02 1.342638e-01
|
||||
sol2 = -7.633409e-02 5.646230e-02 -5.762901e-03 -3.992994e-02 1.342638e-01 0.000000e+00
|
||||
step=10 time=0.5
|
||||
Primary solution summary: L2-norm : 0.0998512
|
||||
Max X-displacement : 0.175608 node 25
|
||||
@ -195,14 +195,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.547275 (f,u)+(t,u) = 0.2995098259
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.5211
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 4.41828 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 8.83919 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 10.7527
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 8.61227 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 10.5478
|
||||
Node #5: sol1 = -4.530075e-02 2.328798e-01
|
||||
sol2 = 6.376491e-01 4.422907e-01 3.131869e-01 8.662667e-02 3.202605e-01
|
||||
sol2 = 6.376491e-01 4.422907e-01 3.131869e-01 8.662667e-02 3.202605e-01 0.000000e+00
|
||||
Node #15: sol1 = -1.040116e-01 2.396868e-01
|
||||
sol2 = 2.984598e-01 3.558628e-01 1.897562e-01 -6.905904e-03 1.466103e-01
|
||||
sol2 = 2.984598e-01 3.558628e-01 1.897562e-01 -6.905904e-03 1.466103e-01 0.000000e+00
|
||||
Node #25: sol1 = -1.756079e-01 2.452589e-01
|
||||
sol2 = -8.694004e-02 6.149661e-02 -7.378696e-03 -4.521607e-02 1.506224e-01
|
||||
sol2 = -8.694004e-02 6.149661e-02 -7.378696e-03 -4.521607e-02 1.506224e-01 0.000000e+00
|
||||
step=11 time=0.55
|
||||
Primary solution summary: L2-norm : 0.112547
|
||||
Max X-displacement : 0.198231 node 25
|
||||
@ -212,14 +212,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.609971 (f,u)+(t,u) = 0.3720647958
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 12.7285
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 4.89757 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 9.7076 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 11.8196
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 9.48974 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 11.6225
|
||||
Node #5: sol1 = -5.035536e-02 2.632194e-01
|
||||
sol2 = 7.587994e-01 5.187539e-01 3.704956e-01 9.913959e-02 3.803644e-01
|
||||
sol2 = 7.587994e-01 5.187539e-01 3.704956e-01 9.913959e-02 3.803644e-01 0.000000e+00
|
||||
Node #15: sol1 = -1.171128e-01 2.706425e-01
|
||||
sol2 = 3.343818e-01 3.931916e-01 2.109992e-01 -6.247780e-03 1.614158e-01
|
||||
sol2 = 3.343818e-01 3.931916e-01 2.109992e-01 -6.247780e-03 1.614158e-01 0.000000e+00
|
||||
Node #25: sol1 = -1.982313e-01 2.766864e-01
|
||||
sol2 = -9.942588e-02 6.509531e-02 -9.956002e-03 -5.088444e-02 1.676904e-01
|
||||
sol2 = -9.942588e-02 6.509531e-02 -9.956002e-03 -5.088444e-02 1.676904e-01 0.000000e+00
|
||||
step=12 time=0.6
|
||||
Primary solution summary: L2-norm : 0.1307
|
||||
Max X-displacement : 0.230623 node 25
|
||||
@ -229,14 +229,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.687339 (f,u)+(t,u) = 0.4724347533
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 14.0277
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 5.45348 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 10.5831 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 12.8942
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 10.3709 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 12.7018
|
||||
Node #5: sol1 = -5.750376e-02 3.060901e-01
|
||||
sol2 = 9.517933e-01 6.717960e-01 4.708474e-01 9.386520e-02 4.488607e-01
|
||||
sol2 = 9.513620e-01 6.718408e-01 4.712340e-01 9.370558e-02 4.480974e-01 3.186352e-06
|
||||
Node #15: sol1 = -1.357856e-01 3.151597e-01
|
||||
sol2 = 3.787751e-01 4.362902e-01 2.363722e-01 -5.604939e-03 1.785249e-01
|
||||
sol2 = 3.787751e-01 4.362902e-01 2.363722e-01 -5.604939e-03 1.785249e-01 0.000000e+00
|
||||
Node #25: sol1 = -2.306228e-01 3.216212e-01
|
||||
sol2 = -1.164348e-01 6.466090e-02 -1.501464e-02 -5.813163e-02 1.866891e-01
|
||||
sol2 = -1.164348e-01 6.466090e-02 -1.501464e-02 -5.813163e-02 1.866891e-01 0.000000e+00
|
||||
step=13 time=0.65
|
||||
Primary solution summary: L2-norm : 0.156985
|
||||
Max X-displacement : 0.277474 node 25
|
||||
@ -246,14 +246,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.784687 (f,u)+(t,u) = 0.6157329952
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 15.4301
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 6.05726 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 11.5227 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 14.0467
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 11.3144 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 13.8573
|
||||
Node #5: sol1 = -6.757824e-02 3.674775e-01
|
||||
sol2 = 1.282843e+00 9.464401e-01 6.465009e-01 5.216808e-02 5.587441e-01
|
||||
sol2 = 1.219422e+00 9.488400e-01 7.075221e-01 4.189096e-02 4.494546e-01 4.570236e-04
|
||||
Node #15: sol1 = -1.631176e-01 3.794605e-01
|
||||
sol2 = 4.300011e-01 4.839598e-01 2.650523e-01 -9.960648e-04 1.975425e-01
|
||||
sol2 = 4.300011e-01 4.839598e-01 2.650523e-01 -9.960648e-04 1.975425e-01 0.000000e+00
|
||||
Node #25: sol1 = -2.774736e-01 3.863446e-01
|
||||
sol2 = -1.360085e-01 6.741295e-02 -1.989299e-02 -6.742249e-02 2.118492e-01
|
||||
sol2 = -1.360085e-01 6.741295e-02 -1.989299e-02 -6.742249e-02 2.118492e-01 0.000000e+00
|
||||
step=14 time=0.7
|
||||
Primary solution summary: L2-norm : 0.216314
|
||||
Max X-displacement : 0.384695 node 25
|
||||
@ -263,14 +263,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.953836 (f,u)+(t,u) = 0.9098028267
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 17.0147
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 6.78521 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 12.5088 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 15.2561
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 12.3038 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 15.069
|
||||
Node #5: sol1 = -9.578273e-02 5.047292e-01
|
||||
sol2 = 1.836478e+00 1.393003e+00 9.365623e-01 9.381139e-04 7.793783e-01
|
||||
sol2 = 1.647545e+00 1.393141e+00 1.125357e+00 -6.453721e-03 4.524158e-01 1.378489e-03
|
||||
Node #15: sol1 = -2.294137e-01 5.211626e-01
|
||||
sol2 = 4.810971e-01 5.244895e-01 2.916242e-01 1.691654e-02 2.164789e-01
|
||||
sol2 = 4.810971e-01 5.244895e-01 2.916242e-01 1.691654e-02 2.164789e-01 0.000000e+00
|
||||
Node #25: sol1 = -3.846949e-01 5.280626e-01
|
||||
sol2 = -1.558966e-01 7.876127e-02 -2.236956e-02 -7.763875e-02 2.442211e-01
|
||||
sol2 = -1.558966e-01 7.876127e-02 -2.236956e-02 -7.763875e-02 2.442211e-01 0.000000e+00
|
||||
step=15 time=0.75
|
||||
Primary solution summary: L2-norm : 0.387938
|
||||
Max X-displacement : 0.692967 node 25
|
||||
@ -280,14 +280,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.32256 (f,u)+(t,u) = 1.749156653
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 18.8045
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 7.6693 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 13.5164 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 16.4904
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 13.3099 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 16.3012
|
||||
Node #5: sol1 = -1.739537e-01 9.095156e-01
|
||||
sol2 = 3.406422e+00 2.566625e+00 1.732208e+00 3.052852e-02 1.450878e+00
|
||||
sol2 = 2.834984e+00 2.567652e+00 2.302619e+00 8.528600e-03 4.612802e-01 4.185543e-03
|
||||
Node #15: sol1 = -4.133868e-01 9.368898e-01
|
||||
sol2 = 8.207532e-01 6.988579e-01 4.406933e-01 2.269003e-02 3.384095e-01
|
||||
sol2 = 8.207532e-01 6.988579e-01 4.406933e-01 2.269003e-02 3.384095e-01 0.000000e+00
|
||||
Node #25: sol1 = -6.929666e-01 9.397550e-01
|
||||
sol2 = -2.385006e-01 -3.093393e-02 -7.813710e-02 -8.233953e-02 2.363338e-01
|
||||
sol2 = -2.385006e-01 -3.093393e-02 -7.813710e-02 -8.233953e-02 2.363338e-01 0.000000e+00
|
||||
step=16 time=0.8
|
||||
Primary solution summary: L2-norm : 0.67254
|
||||
Max X-displacement : 1.22151 node 25
|
||||
@ -297,14 +297,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.79819 (f,u)+(t,u) = 3.233487561
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 20.3647
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 8.41179 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 14.4391 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 17.6199
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 14.2283 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 17.4261
|
||||
Node #5: sol1 = -3.131884e-01 1.584188e+00
|
||||
sol2 = 6.273894e+00 4.681545e+00 3.177121e+00 1.083613e-01 2.688803e+00
|
||||
sol2 = 4.989048e+00 4.702643e+00 4.440870e+00 2.062481e-02 4.762372e-01 9.480002e-03
|
||||
Node #15: sol1 = -7.311924e-01 1.624114e+00
|
||||
sol2 = 1.437418e+00 1.050287e+00 7.214444e-01 6.523355e-02 6.309350e-01
|
||||
sol2 = 1.332262e+00 1.055844e+00 8.210438e-01 4.657796e-02 4.504993e-01 7.549329e-04
|
||||
Node #25: sol1 = -1.221505e+00 1.616548e+00
|
||||
sol2 = -3.583830e-01 -1.968680e-01 -1.610250e-01 -8.760489e-02 2.370335e-01
|
||||
sol2 = -3.583830e-01 -1.968680e-01 -1.610250e-01 -8.760489e-02 2.370335e-01 0.000000e+00
|
||||
step=17 time=0.85
|
||||
Primary solution summary: L2-norm : 1.01819
|
||||
Max X-displacement : 1.88503 node 25
|
||||
@ -314,14 +314,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.28175 (f,u)+(t,u) = 5.206399299
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 21.642
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 8.99045 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 15.2359 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 18.5974
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 15.0297 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 18.4075
|
||||
Node #5: sol1 = -4.945680e-01 2.408788e+00
|
||||
sol2 = 9.756168e+00 7.306654e+00 4.948287e+00 3.236238e-01 4.201555e+00
|
||||
sol2 = 7.618682e+00 7.333309e+00 7.059119e+00 4.898803e-02 4.920001e-01 1.617892e-02
|
||||
Node #15: sol1 = -1.130919e+00 2.461529e+00
|
||||
sol2 = 2.142836e+00 1.724887e+00 1.121655e+00 2.479202e-01 9.874633e-01
|
||||
sol2 = 1.873305e+00 1.699978e+00 1.416096e+00 1.261235e-01 4.555843e-01 2.266735e-03
|
||||
Node #25: sol1 = -1.885032e+00 2.435935e+00
|
||||
sol2 = -6.199990e-01 -5.344901e-01 -3.348065e-01 -1.734597e-01 3.930965e-01
|
||||
sol2 = -6.199990e-01 -5.344901e-01 -3.348065e-01 -1.734597e-01 3.930965e-01 0.000000e+00
|
||||
step=18 time=0.9
|
||||
Primary solution summary: L2-norm : 1.41942
|
||||
Max X-displacement : 2.66523 node 25
|
||||
@ -331,14 +331,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.76796 (f,u)+(t,u) = 7.661592236
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 22.7787
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 9.52711 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 15.9075 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 19.4206
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 15.7026 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 19.2316
|
||||
Node #5: sol1 = -7.247951e-01 3.360913e+00
|
||||
sol2 = 1.348334e+01 1.018765e+01 6.864680e+00 5.566214e-01 5.812453e+00
|
||||
sol2 = 1.046397e+01 1.018239e+01 9.889305e+00 5.162635e-02 5.056755e-01 2.358884e-02
|
||||
Node #15: sol1 = -1.610549e+00 3.421584e+00
|
||||
sol2 = 3.047581e+00 2.631532e+00 1.646965e+00 4.062138e-01 1.430778e+00
|
||||
sol2 = 2.618254e+00 2.521086e+00 2.186738e+00 1.405425e-01 4.614919e-01 4.149101e-03
|
||||
Node #25: sol1 = -2.665230e+00 3.366167e+00
|
||||
sol2 = -8.949206e-01 -9.338072e-01 -5.303384e-01 -2.710820e-01 6.075081e-01
|
||||
sol2 = -8.676772e-01 -8.968055e-01 -5.945835e-01 -2.030565e-01 4.550595e-01 6.306545e-04
|
||||
step=19 time=0.95
|
||||
Primary solution summary: L2-norm : 1.87131
|
||||
Max X-displacement : 3.56371 node 25
|
||||
@ -348,14 +348,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.25713 (f,u)+(t,u) = 10.60889654
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 23.8339
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 10.0354 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 16.5111 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 20.1605
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 16.3072 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 19.9722
|
||||
Node #5: sol1 = -1.009716e+00 4.428970e+00
|
||||
sol2 = 1.734618e+01 1.324574e+01 8.871782e+00 8.494802e-01 7.486332e+00
|
||||
sol2 = 1.344169e+01 1.316554e+01 1.285648e+01 5.751542e-02 5.167709e-01 3.163799e-02
|
||||
Node #15: sol1 = -2.173502e+00 4.489496e+00
|
||||
sol2 = 4.156475e+00 3.739563e+00 2.289883e+00 5.528821e-01 1.948541e+00
|
||||
sol2 = 3.564359e+00 3.496007e+00 3.125554e+00 1.312229e-01 4.678534e-01 6.351657e-03
|
||||
Node #25: sol1 = -3.563710e+00 4.389083e+00
|
||||
sol2 = -1.164032e+00 -1.336890e+00 -7.252776e-01 -3.980781e-01 8.795603e-01
|
||||
sol2 = -1.118013e+00 -1.213891e+00 -8.942969e-01 -2.095270e-01 4.608639e-01 1.730542e-03
|
||||
step=20 time=1
|
||||
Primary solution summary: L2-norm : 2.37442
|
||||
Max X-displacement : 4.58917 node 25
|
||||
@ -365,11 +365,11 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.75214 (f,u)+(t,u) = 14.07852923
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 24.7919
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 10.5016 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 17.0461 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 20.8169
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 16.846 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 20.632
|
||||
Node #5: sol1 = -1.359135e+00 5.612376e+00
|
||||
sol2 = 2.124438e+01 1.642620e+01 1.092462e+01 1.219619e+00 9.189794e+00
|
||||
sol2 = 1.648385e+01 1.621739e+01 1.589396e+01 6.785806e-02 5.249805e-01 4.023298e-02
|
||||
Node #15: sol1 = -2.828455e+00 5.661550e+00
|
||||
sol2 = 5.513227e+00 5.064908e+00 3.067701e+00 6.816097e-01 2.545385e+00
|
||||
sol2 = 4.731170e+00 4.652502e+00 4.262165e+00 1.095894e-01 4.746455e-01 8.937843e-03
|
||||
Node #25: sol1 = -4.589167e+00 5.497531e+00
|
||||
sol2 = -1.390252e+00 -1.692249e+00 -8.939377e-01 -5.737662e-01 1.214512e+00
|
||||
sol2 = -1.346965e+00 -1.457702e+00 -1.171772e+00 -2.282816e-01 4.676467e-01 3.092474e-03
|
||||
|
||||
@ -44,14 +44,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.0573153 (f,u)+(t,u) = 0.003285041252
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 1.26078
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 0.51468 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 1.44328 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 1.61378
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 0.891559 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 1.09193
|
||||
Node #5: sol1 = -4.960446e-03 2.540191e-02
|
||||
sol2 = 2.644478e-02 2.340967e-02 1.445799e-02 2.034086e-02 3.684787e-02
|
||||
sol2 = 2.644478e-02 2.340967e-02 1.445799e-02 2.034086e-02 3.684787e-02 0.000000e+00
|
||||
Node #15: sol1 = -1.170457e-02 2.626771e-02
|
||||
sol2 = -2.694526e-03 3.124873e-02 8.280832e-03 1.805492e-02 4.333594e-02
|
||||
sol2 = -2.694526e-03 3.124873e-02 8.280832e-03 1.805492e-02 4.333594e-02 0.000000e+00
|
||||
Node #25: sol1 = -2.016407e-02 2.712093e-02
|
||||
sol2 = -1.104698e-02 -5.339513e-05 -3.219154e-03 -2.855321e-03 1.097891e-02
|
||||
sol2 = -1.104698e-02 -5.339513e-05 -3.219154e-03 -2.855321e-03 1.097891e-02 0.000000e+00
|
||||
step=2 time=0.1
|
||||
Primary solution summary: L2-norm : 0.0227468
|
||||
Max X-displacement : 0.0403314 node 25
|
||||
@ -61,14 +61,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.11461 (f,u)+(t,u) = 0.01313534039
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 2.52089
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 1.02907 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 2.22758 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 2.59681
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 1.78267 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 2.18332
|
||||
Node #5: sol1 = -9.931252e-03 5.079114e-02
|
||||
sol2 = 5.281330e-02 4.689415e-02 2.891556e-02 4.069129e-02 7.370229e-02
|
||||
sol2 = 5.281330e-02 4.689415e-02 2.891556e-02 4.069129e-02 7.370229e-02 0.000000e+00
|
||||
Node #15: sol1 = -2.341605e-02 5.251670e-02
|
||||
sol2 = -5.420270e-03 6.255291e-02 1.656870e-02 3.603887e-02 8.663492e-02
|
||||
sol2 = -5.420270e-03 6.255291e-02 1.656870e-02 3.603887e-02 8.663492e-02 0.000000e+00
|
||||
Node #25: sol1 = -4.033144e-02 5.421341e-02
|
||||
sol2 = -2.201840e-02 -1.105773e-04 -6.417492e-03 -5.728853e-03 2.190932e-02
|
||||
sol2 = -2.201840e-02 -1.105773e-04 -6.417492e-03 -5.728853e-03 2.190932e-02 0.000000e+00
|
||||
step=3 time=0.15
|
||||
Primary solution summary: L2-norm : 0.0341115
|
||||
Max X-displacement : 0.0605021 node 25
|
||||
@ -78,14 +78,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.171883 (f,u)+(t,u) = 0.02954365771
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 3.78035
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 1.54318 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 3.05667 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 3.62917
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 2.67334 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 3.27417
|
||||
Node #5: sol1 = -1.491240e-02 7.616769e-02
|
||||
sol2 = 7.910557e-02 7.045336e-02 4.337269e-02 6.105102e-02 1.105632e-01
|
||||
sol2 = 7.910557e-02 7.045336e-02 4.337269e-02 6.105102e-02 1.105632e-01 0.000000e+00
|
||||
Node #15: sol1 = -3.513441e-02 7.874696e-02
|
||||
sol2 = -8.177016e-03 9.391216e-02 2.486354e-02 5.395185e-02 1.298969e-01
|
||||
sol2 = -8.177016e-03 9.391216e-02 2.486354e-02 5.395185e-02 1.298969e-01 0.000000e+00
|
||||
Node #25: sol1 = -6.050206e-02 8.127744e-02
|
||||
sol2 = -3.291424e-02 -1.715690e-04 -9.595016e-03 -8.620315e-03 3.279122e-02
|
||||
sol2 = -3.291424e-02 -1.715690e-04 -9.595016e-03 -8.620315e-03 3.279122e-02 0.000000e+00
|
||||
step=4 time=0.2
|
||||
Primary solution summary: L2-norm : 0.0454704
|
||||
Max X-displacement : 0.0806759 node 25
|
||||
@ -95,14 +95,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.229135 (f,u)+(t,u) = 0.05250274986
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 5.03913
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 2.05701 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 3.90727 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 4.68284
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 3.56357 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 4.36446
|
||||
Node #5: sol1 = -1.990386e-02 1.015315e-01
|
||||
sol2 = 1.053216e-01 9.408721e-02 5.782934e-02 8.141974e-02 1.474303e-01
|
||||
sol2 = 1.053216e-01 9.408721e-02 5.782934e-02 8.141974e-02 1.474303e-01 0.000000e+00
|
||||
Node #15: sol1 = -4.685963e-02 1.049585e-01
|
||||
sol2 = -1.096455e-02 1.253261e-01 3.316530e-02 7.179383e-02 1.731218e-01
|
||||
sol2 = -1.096455e-02 1.253261e-01 3.316530e-02 7.179383e-02 1.731218e-01 0.000000e+00
|
||||
Node #25: sol1 = -8.067587e-02 1.083130e-01
|
||||
sol2 = -4.373448e-02 -2.363914e-04 -1.275173e-02 -1.152943e-02 4.362462e-02
|
||||
sol2 = -4.373448e-02 -2.363914e-04 -1.275173e-02 -1.152943e-02 4.362462e-02 0.000000e+00
|
||||
step=5 time=0.25
|
||||
Primary solution summary: L2-norm : 0.0568235
|
||||
Max X-displacement : 0.100853 node 25
|
||||
@ -112,14 +112,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.286366 (f,u)+(t,u) = 0.08200536986
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 6.29725
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 2.57054 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 4.76925 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 5.74726
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 4.45335 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 5.45422
|
||||
Node #5: sol1 = -2.490563e-02 1.268827e-01
|
||||
sol2 = 1.314613e-01 1.177956e-01 7.228550e-02 1.017972e-01 1.843036e-01
|
||||
sol2 = 1.314613e-01 1.177956e-01 7.228550e-02 1.017972e-01 1.843036e-01 0.000000e+00
|
||||
Node #15: sol1 = -5.859168e-02 1.311513e-01
|
||||
sol2 = -1.378265e-02 1.567943e-01 4.147394e-02 8.956479e-02 2.163096e-01
|
||||
sol2 = -1.378265e-02 1.567943e-01 4.147394e-02 8.956479e-02 2.163096e-01 0.000000e+00
|
||||
Node #25: sol1 = -1.008528e-01 1.353202e-01
|
||||
sol2 = -5.447912e-02 -3.050646e-04 -1.588763e-02 -1.445591e-02 5.440950e-02
|
||||
sol2 = -5.447912e-02 -3.050646e-04 -1.588763e-02 -1.445591e-02 5.440950e-02 0.000000e+00
|
||||
step=6 time=0.3
|
||||
Primary solution summary: L2-norm : 0.0681707
|
||||
Max X-displacement : 0.121033 node 25
|
||||
@ -129,14 +129,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.343576 (f,u)+(t,u) = 0.1180442672
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 7.55471
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 3.08379 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.63787 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 6.81775
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.34268 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 6.54342
|
||||
Node #5: sol1 = -2.991766e-02 1.522211e-01
|
||||
sol2 = 1.575247e-01 1.415785e-01 8.674113e-02 1.221830e-01 2.211830e-01
|
||||
sol2 = 1.575247e-01 1.415785e-01 8.674113e-02 1.221830e-01 2.211830e-01 0.000000e+00
|
||||
Node #15: sol1 = -7.033052e-02 1.573253e-01
|
||||
sol2 = -1.663112e-02 1.883163e-01 4.978939e-02 1.072647e-01 2.594602e-01
|
||||
sol2 = -1.663112e-02 1.883163e-01 4.978939e-02 1.072647e-01 2.594602e-01 0.000000e+00
|
||||
Node #25: sol1 = -1.210329e-01 1.622989e-01
|
||||
sol2 = -6.514815e-02 -3.776073e-04 -1.900273e-02 -1.739948e-02 6.514588e-02
|
||||
sol2 = -6.514815e-02 -3.776073e-04 -1.900273e-02 -1.739948e-02 6.514588e-02 0.000000e+00
|
||||
step=7 time=0.35
|
||||
Primary solution summary: L2-norm : 0.0795121
|
||||
Max X-displacement : 0.141216 node 25
|
||||
@ -146,14 +146,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.400765 (f,u)+(t,u) = 0.1606121879
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 8.81149
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 3.59675 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.51065 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 7.89192
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.23157 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 7.63209
|
||||
Node #5: sol1 = -3.493996e-02 1.775467e-01
|
||||
sol2 = 1.835118e-01 1.654358e-01 1.011962e-01 1.425770e-01 2.580683e-01
|
||||
sol2 = 1.835118e-01 1.654358e-01 1.011962e-01 1.425770e-01 2.580683e-01 0.000000e+00
|
||||
Node #15: sol1 = -8.207613e-02 1.834806e-01
|
||||
sol2 = -1.950972e-02 2.198918e-01 5.811161e-02 1.248936e-01 3.025735e-01
|
||||
sol2 = -1.950972e-02 2.198918e-01 5.811161e-02 1.248936e-01 3.025735e-01 0.000000e+00
|
||||
Node #25: sol1 = -1.412159e-01 1.892492e-01
|
||||
sol2 = -7.574157e-02 -4.540370e-04 -2.209703e-02 -2.035987e-02 7.583374e-02
|
||||
sol2 = -7.574157e-02 -4.540370e-04 -2.209703e-02 -2.035987e-02 7.583374e-02 0.000000e+00
|
||||
step=8 time=0.4
|
||||
Primary solution summary: L2-norm : 0.0908477
|
||||
Max X-displacement : 0.161402 node 25
|
||||
@ -163,14 +163,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.457932 (f,u)+(t,u) = 0.2097018746
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 10.0676
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 4.10943 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.38613 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 8.96842
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.12001 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 8.7202
|
||||
Node #5: sol1 = -3.997249e-02 2.028596e-01
|
||||
sol2 = 2.094227e-01 1.893673e-01 1.156507e-01 1.629788e-01 2.949594e-01
|
||||
sol2 = 2.094227e-01 1.893673e-01 1.156507e-01 1.629788e-01 2.949594e-01 0.000000e+00
|
||||
Node #15: sol1 = -9.382848e-02 2.096171e-01
|
||||
sol2 = -2.241825e-02 2.515204e-01 6.644053e-02 1.424514e-01 3.456496e-01
|
||||
sol2 = -2.241825e-02 2.515204e-01 6.644053e-02 1.424514e-01 3.456496e-01 0.000000e+00
|
||||
Node #25: sol1 = -1.614020e-01 2.161710e-01
|
||||
sol2 = -8.625936e-02 -5.343700e-04 -2.517053e-02 -2.333679e-02 8.647310e-02
|
||||
sol2 = -8.625936e-02 -5.343700e-04 -2.517053e-02 -2.333679e-02 8.647310e-02 0.000000e+00
|
||||
step=9 time=0.45
|
||||
Primary solution summary: L2-norm : 0.102684
|
||||
Max X-displacement : 0.182388 node 25
|
||||
@ -180,14 +180,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.516374 (f,u)+(t,u) = 0.2666415928
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.3278
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 4.62594 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 8.26353 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 10.0464
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 8.00764 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 9.80732
|
||||
Node #5: sol1 = -4.506772e-02 2.292369e-01
|
||||
sol2 = 2.404106e-01 2.256008e-01 1.351452e-01 1.739764e-01 3.170876e-01
|
||||
sol2 = 2.404106e-01 2.256008e-01 1.351452e-01 1.739764e-01 3.170876e-01 0.000000e+00
|
||||
Node #15: sol1 = -1.060317e-01 2.369363e-01
|
||||
sol2 = -2.616186e-02 2.830817e-01 7.450778e-02 1.599958e-01 3.891407e-01
|
||||
sol2 = -2.616186e-02 2.830817e-01 7.450778e-02 1.599958e-01 3.891407e-01 0.000000e+00
|
||||
Node #25: sol1 = -1.823884e-01 2.442632e-01
|
||||
sol2 = -9.595536e-02 -5.834743e-04 -2.799665e-02 -2.605558e-02 9.627830e-02
|
||||
sol2 = -9.595536e-02 -5.834743e-04 -2.799665e-02 -2.605558e-02 9.627830e-02 0.000000e+00
|
||||
step=10 time=0.5
|
||||
Primary solution summary: L2-norm : 0.116396
|
||||
Max X-displacement : 0.206623 node 25
|
||||
@ -197,14 +197,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.579384 (f,u)+(t,u) = 0.3356861958
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 12.6127
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 5.16388 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 9.14117 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 11.124
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 8.89291 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 10.8915
|
||||
Node #5: sol1 = -5.081357e-02 2.598432e-01
|
||||
sol2 = 2.818422e-01 2.684077e-01 1.595747e-01 1.790418e-01 3.311422e-01
|
||||
sol2 = 2.818422e-01 2.684077e-01 1.595747e-01 1.790418e-01 3.311422e-01 0.000000e+00
|
||||
Node #15: sol1 = -1.202538e-01 2.684868e-01
|
||||
sol2 = -3.263626e-02 3.133029e-01 8.139444e-02 1.783716e-01 4.343714e-01
|
||||
sol2 = -3.263626e-02 3.133029e-01 8.139444e-02 1.783716e-01 4.343714e-01 0.000000e+00
|
||||
Node #25: sol1 = -2.066228e-01 2.765098e-01
|
||||
sol2 = -1.082387e-01 -5.238840e-03 -3.290893e-02 -3.003316e-02 1.059743e-01
|
||||
sol2 = -1.082387e-01 -5.238840e-03 -3.290893e-02 -3.003316e-02 1.059743e-01 0.000000e+00
|
||||
step=11 time=0.55
|
||||
Primary solution summary: L2-norm : 0.135844
|
||||
Max X-displacement : 0.241007 node 25
|
||||
@ -214,14 +214,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.655918 (f,u)+(t,u) = 0.430228314
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 13.9763
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 5.7612 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 10.029 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 12.2132
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 9.78591 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 11.9852
|
||||
Node #5: sol1 = -5.869619e-02 3.031769e-01
|
||||
sol2 = 3.640264e-01 3.365909e-01 2.031818e-01 1.678435e-01 3.266881e-01
|
||||
sol2 = 3.640264e-01 3.365909e-01 2.031818e-01 1.678435e-01 3.266881e-01 0.000000e+00
|
||||
Node #15: sol1 = -1.408313e-01 3.129229e-01
|
||||
sol2 = -4.991071e-02 3.393246e-01 8.393118e-02 1.985528e-01 4.853776e-01
|
||||
sol2 = -3.732093e-02 3.238092e-01 8.685676e-02 1.842161e-01 4.503304e-01 1.457876e-04
|
||||
Node #25: sol1 = -2.410066e-01 3.214493e-01
|
||||
sol2 = -1.220415e-01 -1.223211e-02 -3.893990e-02 -3.634370e-02 1.174787e-01
|
||||
sol2 = -1.220415e-01 -1.223211e-02 -3.893990e-02 -3.634370e-02 1.174787e-01 0.000000e+00
|
||||
step=12 time=0.6
|
||||
Primary solution summary: L2-norm : 0.16088
|
||||
Max X-displacement : 0.285707 node 25
|
||||
@ -231,14 +231,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.745803 (f,u)+(t,u) = 0.5562224461
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 15.4223
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 6.39641 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 10.9695 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 13.3663
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 10.7288 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 13.14
|
||||
Node #5: sol1 = -6.758382e-02 3.595813e-01
|
||||
sol2 = 5.230014e-01 4.460672e-01 2.810338e-01 1.496998e-01 3.362763e-01
|
||||
sol2 = 5.230014e-01 4.460672e-01 2.810338e-01 1.496998e-01 3.362763e-01 0.000000e+00
|
||||
Node #15: sol1 = -1.666467e-01 3.711282e-01
|
||||
sol2 = -8.499873e-02 3.720475e-01 8.324528e-02 2.308704e-01 5.658670e-01
|
||||
sol2 = -4.321192e-02 3.217908e-01 9.171512e-02 1.843698e-01 4.518409e-01 4.743447e-04
|
||||
Node #25: sol1 = -2.857068e-01 3.801773e-01
|
||||
sol2 = -1.247744e-01 -1.557625e-03 -3.663679e-02 -3.867544e-02 1.287554e-01
|
||||
sol2 = -1.247744e-01 -1.557625e-03 -3.663679e-02 -3.867544e-02 1.287554e-01 0.000000e+00
|
||||
step=13 time=0.65
|
||||
Primary solution summary: L2-norm : 0.206213
|
||||
Max X-displacement : 0.370253 node 25
|
||||
@ -248,14 +248,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.880122 (f,u)+(t,u) = 0.7746150373
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 17.0191
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 7.12052 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 11.9682 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 14.5901
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 11.7279 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 14.3637
|
||||
Node #5: sol1 = -8.393454e-02 4.626787e-01
|
||||
sol2 = 7.405689e-01 6.115534e-01 3.921209e-01 1.911903e-01 4.502966e-01
|
||||
sol2 = 7.399125e-01 6.114291e-01 3.929016e-01 1.904018e-01 4.484395e-01 7.746735e-06
|
||||
Node #15: sol1 = -2.145676e-01 4.773997e-01
|
||||
sol2 = -1.896075e-01 4.285945e-01 6.930720e-02 2.972373e-01 7.444454e-01
|
||||
sol2 = -7.783604e-02 3.014042e-01 8.472607e-02 1.813117e-01 4.552157e-01 1.203600e-03
|
||||
Node #25: sol1 = -3.702529e-01 4.877346e-01
|
||||
sol2 = -9.278054e-02 3.428098e-02 -1.696511e-02 -4.870124e-02 1.391934e-01
|
||||
sol2 = -9.278054e-02 3.428098e-02 -1.696511e-02 -4.870124e-02 1.391934e-01 0.000000e+00
|
||||
step=14 time=0.7
|
||||
Primary solution summary: L2-norm : 0.331109
|
||||
Max X-displacement : 0.607337 node 25
|
||||
@ -265,14 +265,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.16022 (f,u)+(t,u) = 1.346114433
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 18.8837
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 8.03514 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 13.0118 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 15.8667
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 12.7633 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 15.6318
|
||||
Node #5: sol1 = -1.331341e-01 7.476359e-01
|
||||
sol2 = 1.096006e+00 9.533746e-01 5.943287e-01 4.580255e-01 9.109508e-01
|
||||
sol2 = 9.886784e-01 9.173616e-01 7.376695e-01 2.294198e-01 4.561697e-01 1.900768e-03
|
||||
Node #15: sol1 = -3.468201e-01 7.716003e-01
|
||||
sol2 = -4.889115e-01 6.119709e-01 3.568772e-02 4.824526e-01 1.268032e+00
|
||||
sol2 = -1.497984e-01 2.564862e-01 5.205929e-02 1.754018e-01 4.648649e-01 3.343245e-03
|
||||
Node #25: sol1 = -6.073367e-01 7.835132e-01
|
||||
sol2 = -4.319895e-03 7.852234e-02 2.151901e-02 -5.563574e-02 1.211443e-01
|
||||
sol2 = -4.319895e-03 7.852234e-02 2.151901e-02 -5.563574e-02 1.211443e-01 0.000000e+00
|
||||
step=15 time=0.75
|
||||
Primary solution summary: L2-norm : 0.553839
|
||||
Max X-displacement : 1.03531 node 25
|
||||
@ -282,14 +282,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.55679 (f,u)+(t,u) = 2.423599964
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 20.8839
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 9.05198 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 14.0501 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 17.1374
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 13.7958 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 16.8963
|
||||
Node #5: sol1 = -2.249261e-01 1.258590e+00
|
||||
sol2 = 1.664355e+00 1.526187e+00 9.252698e-01 1.052098e+00 1.945238e+00
|
||||
sol2 = 1.433326e+00 1.406483e+00 1.276002e+00 2.599129e-01 4.731938e-01 6.197690e-03
|
||||
Node #15: sol1 = -5.845639e-01 1.298213e+00
|
||||
sol2 = -1.056388e+00 1.054507e+00 -5.454994e-04 8.539867e-01 2.351551e+00
|
||||
sol2 = -2.202581e-01 2.134431e-01 4.388478e-03 1.758810e-01 4.836690e-01 7.769572e-03
|
||||
Node #25: sol1 = -1.035313e+00 1.310042e+00
|
||||
sol2 = 1.999963e-02 -2.569364e-02 -1.651287e-03 -6.153761e-02 1.137012e-01
|
||||
sol2 = 1.999963e-02 -2.569364e-02 -1.651287e-03 -6.153761e-02 1.137012e-01 0.000000e+00
|
||||
step=16 time=0.8
|
||||
Primary solution summary: L2-norm : 0.861557
|
||||
Max X-displacement : 1.64962 node 25
|
||||
@ -299,14 +299,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.00979 (f,u)+(t,u) = 4.0392507
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 22.8119
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 10.1014 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 14.8859 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 18.163
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 14.6379 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 17.9277
|
||||
Node #5: sol1 = -3.659494e-01 1.968437e+00
|
||||
sol2 = 2.434838e+00 2.361161e+00 1.390859e+00 2.069301e+00 3.723496e+00
|
||||
sol2 = 2.103866e+00 2.091760e+00 1.991232e+00 2.819735e-01 4.999966e-01 1.363751e-02
|
||||
Node #15: sol1 = -9.277262e-01 2.030392e+00
|
||||
sol2 = -1.974381e+00 1.993013e+00 5.403083e-03 1.502543e+00 4.310230e+00
|
||||
sol2 = -2.241311e-01 2.396647e-01 8.500561e-03 1.853451e-01 5.141876e-01 1.579266e-02
|
||||
Node #25: sol1 = -1.649619e+00 2.038034e+00
|
||||
sol2 = -1.070865e-01 -3.920063e-01 -1.447389e-01 -5.389452e-02 2.838713e-01
|
||||
sol2 = -1.070865e-01 -3.920063e-01 -1.447389e-01 -5.389452e-02 2.838713e-01 0.000000e+00
|
||||
step=17 time=0.85
|
||||
Primary solution summary: L2-norm : 1.2146
|
||||
Max X-displacement : 2.37144 node 25
|
||||
@ -316,14 +316,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.45918 (f,u)+(t,u) = 6.04756105
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 24.7345
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 11.1837 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 15.6227 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 19.0672
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 15.3808 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 18.8376
|
||||
Node #5: sol1 = -5.460613e-01 2.782265e+00
|
||||
sol2 = 3.199655e+00 3.412905e+00 1.917669e+00 3.261816e+00 5.820711e+00
|
||||
sol2 = 2.872927e+00 2.880000e+00 2.777301e+00 2.990629e-01 5.274339e-01 2.248728e-02
|
||||
Node #15: sol1 = -1.339173e+00 2.863578e+00
|
||||
sol2 = -3.103833e+00 3.171116e+00 1.951233e-02 2.137028e+00 6.575113e+00
|
||||
sol2 = -2.233524e-01 2.824537e-01 2.769392e-02 1.870935e-01 5.448809e-01 2.509736e-02
|
||||
Node #25: sol1 = -2.371444e+00 2.854692e+00
|
||||
sol2 = -1.861257e-01 -7.398006e-01 -2.685223e-01 -4.861866e-03 5.174892e-01
|
||||
sol2 = -2.128196e-01 -6.967865e-01 -2.848425e-01 -4.249754e-03 4.523370e-01 2.701573e-04
|
||||
step=18 time=0.9
|
||||
Primary solution summary: L2-norm : 1.61558
|
||||
Max X-displacement : 3.20198 node 25
|
||||
@ -333,14 +333,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.91294 (f,u)+(t,u) = 8.485209773
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 26.5937
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 12.2694 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 16.226 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 19.8072
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 15.9878 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 19.581
|
||||
Node #5: sol1 = -7.710072e-01 3.704034e+00
|
||||
sol2 = 3.837212e+00 4.701279e+00 2.476197e+00 4.501605e+00 8.035442e+00
|
||||
sol2 = 3.683613e+00 3.727225e+00 3.603849e+00 3.125130e-01 5.520291e-01 3.193583e-02
|
||||
Node #15: sol1 = -1.824898e+00 3.797797e+00
|
||||
sol2 = -4.386064e+00 4.538992e+00 4.434970e-02 2.642516e+00 8.982882e+00
|
||||
sol2 = -2.089017e-01 3.429813e-01 6.319801e-02 1.822806e-01 5.728216e-01 3.501930e-02
|
||||
Node #25: sol1 = -3.201984e+00 3.754574e+00
|
||||
sol2 = -1.989923e-01 -1.018495e+00 -3.530763e-01 8.801882e-02 7.696082e-01
|
||||
sol2 = -3.302120e-01 -8.168188e-01 -4.235331e-01 5.508378e-02 4.573697e-01 1.295972e-03
|
||||
step=19 time=0.95
|
||||
Primary solution summary: L2-norm : 2.06287
|
||||
Max X-displacement : 4.13677 node 25
|
||||
@ -350,14 +350,14 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.37349 (f,u)+(t,u) = 11.38040223
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 28.4428
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 13.3729 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 16.7432 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 20.4414
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 16.5073 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 20.2173
|
||||
Node #5: sol1 = -1.040872e+00 4.733219e+00
|
||||
sol2 = 4.340878e+00 6.299624e+00 3.085788e+00 5.794294e+00 1.042074e+01
|
||||
sol2 = 4.566278e+00 4.655496e+00 4.504517e+00 3.226743e-01 5.741432e-01 4.224225e-02
|
||||
Node #15: sol1 = -2.383520e+00 4.829879e+00
|
||||
sol2 = -5.856416e+00 6.064515e+00 6.034957e-02 2.986280e+00 1.154716e+01
|
||||
sol2 = -2.069912e-01 3.879119e-01 8.752790e-02 1.754612e-01 5.981645e-01 4.562257e-02
|
||||
Node #25: sol1 = -4.136775e+00 4.729152e+00
|
||||
sol2 = -1.569782e-01 -1.200525e+00 -3.936814e-01 2.222884e-01 1.022861e+00
|
||||
sol2 = -3.889823e-01 -8.559815e-01 -5.062211e-01 1.103814e-01 4.622066e-01 2.334775e-03
|
||||
step=20 time=1
|
||||
Primary solution summary: L2-norm : 2.54011
|
||||
Max X-displacement : 5.16011 node 25
|
||||
@ -367,11 +367,11 @@ Number of unknowns 40
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.82956 (f,u)+(t,u) = 14.6654933
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 30.2951
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 14.4775 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 17.2337 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 21.0428
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 17 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 20.8206
|
||||
Node #5: sol1 = -1.357090e+00 5.830056e+00
|
||||
sol2 = 4.617821e+00 8.215679e+00 3.721766e+00 7.109735e+00 1.298524e+01
|
||||
sol2 = 5.479852e+00 5.628692e+00 5.446722e+00 3.287840e-01 5.936992e-01 5.346368e-02
|
||||
Node #15: sol1 = -3.007140e+00 5.918411e+00
|
||||
sol2 = -7.432482e+00 7.759897e+00 9.495165e-02 3.106853e+00 1.421508e+01
|
||||
sol2 = -1.757081e-01 4.608114e-01 1.372634e-01 1.642340e-01 6.203339e-01 5.670656e-02
|
||||
Node #25: sol1 = -5.160108e+00 5.735090e+00
|
||||
sol2 = -6.443714e-02 -1.248534e+00 -3.807668e-01 4.150442e-01 1.282330e+00
|
||||
sol2 = -3.831078e-01 -7.915831e-01 -5.190467e-01 1.715344e-01 4.669861e-01 3.428895e-03
|
||||
|
||||
@ -46,8 +46,8 @@ Number of unknowns 524
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 45.1299 (f,u)+(t,u) = 2036.705874
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 9960.12
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 4323.44 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 6567.29 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 8043.22
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 6567.15 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 8043.08
|
||||
step=2 time=0.5
|
||||
Primary solution summary: L2-norm : 1.86743
|
||||
Max X-displacement : 5.62165 node 122
|
||||
@ -58,8 +58,8 @@ Number of unknowns 524
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 96.6566 (f,u)+(t,u) = 9342.501373
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 21723.5
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 9434.77 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 14313.3 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 17530.1
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 14313.2 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 17530
|
||||
step=3 time=0.75
|
||||
Primary solution summary: L2-norm : 3.01809
|
||||
Max X-displacement : 9.29344 node 122
|
||||
@ -70,8 +70,8 @@ Number of unknowns 524
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 151.952 (f,u)+(t,u) = 23089.56034
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 34486.6
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 15012.2 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 22654.7 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 27746.2
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 22654.5 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 27746
|
||||
step=4 time=1
|
||||
Primary solution summary: L2-norm : 4.1633
|
||||
Max X-displacement : 12.8109 node 188
|
||||
@ -82,5 +82,5 @@ Number of unknowns 524
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 206.728 (f,u)+(t,u) = 42736.63385
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 47063.8
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 20608.2 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 30674.3 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 37568.2
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 30674.2 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 37568
|
||||
|
||||
@ -46,8 +46,8 @@ Number of unknowns 737
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 46.9091 (f,u)+(t,u) = 2200.468219
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 10013.1
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 4175.64 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 6925.06 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 8481.4
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 6924.92 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 8481.26
|
||||
step=2 time=0.5
|
||||
Primary solution summary: L2-norm : 2.04992
|
||||
Max X-displacement : 6.17809 node 170
|
||||
@ -58,8 +58,8 @@ Number of unknowns 737
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 101.151 (f,u)+(t,u) = 10231.50468
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 22054.8
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 9210.82 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 15228.3 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 18650.8
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 15228.2 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 18650.6
|
||||
step=3 time=0.75
|
||||
Primary solution summary: L2-norm : 3.34713
|
||||
Max X-displacement : 10.325 node 261
|
||||
@ -70,8 +70,8 @@ Number of unknowns 737
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 159.98 (f,u)+(t,u) = 25593.73514
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 35389.4
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 14873.6 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 24264.1 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 29717.3
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 24264 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 29717.2
|
||||
step=4 time=1
|
||||
Primary solution summary: L2-norm : 4.65727
|
||||
Max X-displacement : 14.2944 node 261
|
||||
@ -82,5 +82,5 @@ Number of unknowns 737
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 218.25 (f,u)+(t,u) = 47633.0966
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 48739.8
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 20771.6 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 32881.7 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 40271.6
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 32881.5 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 40271.5
|
||||
|
||||
@ -46,5 +46,5 @@ Number of unknowns 1315
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 47.394 (f,u)+(t,u) = 2246.188377
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 9985.96
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 4093.36 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 7032.39 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 8612.86
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 7032.26 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 8612.72
|
||||
|
||||
@ -1,4 +1,4 @@
|
||||
FBlock-h8x2-Q4P3.inp -2Dpstrain -MX 3 -nGauss 5 -lagrange
|
||||
FBlock-h8x2-Q4P3.inp -2D -MX 3 -nGauss 5 -lagrange
|
||||
|
||||
Input file: FBlock-h8x2-Q4P3.inp
|
||||
Equation solver: 2
|
||||
@ -41,8 +41,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.0704567 (f,u)+(t,u) = 0.004964148534
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 3.9941
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 2.18817 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 2.80673 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 2.97971
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 1.26038 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 1.54364
|
||||
step=2 time=2
|
||||
Primary solution summary: L2-norm : 0.00328181
|
||||
Max X-displacement : 0.0055198 node 25
|
||||
@ -52,8 +52,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.140662 (f,u)+(t,u) = 0.01978592118
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 7.98107
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 4.37314 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 3.66312 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 4.10926
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 2.51484 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 3.08004
|
||||
step=3 time=3
|
||||
Primary solution summary: L2-norm : 0.00491442
|
||||
Max X-displacement : 0.00828012 node 25
|
||||
@ -63,8 +63,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.210627 (f,u)+(t,u) = 0.04436385634
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.961
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 6.5549 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 4.67988 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 5.42018
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 3.7637 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 4.60957
|
||||
step=4 time=4
|
||||
Primary solution summary: L2-norm : 0.00654176
|
||||
Max X-displacement : 0.0110409 node 25
|
||||
@ -74,8 +74,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.280361 (f,u)+(t,u) = 0.07860231162
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 15.9341
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 8.73348 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.77687 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 6.81077
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.00727 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 6.13262
|
||||
step=5 time=5
|
||||
Primary solution summary: L2-norm : 0.00816404
|
||||
Max X-displacement : 0.0138022 node 25
|
||||
@ -85,8 +85,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.349873 (f,u)+(t,u) = 0.1224111766
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 19.9003
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 10.9089 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.9156 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 8.23947
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.24584 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 7.64956
|
||||
step=6 time=6
|
||||
Primary solution summary: L2-norm : 0.00978146
|
||||
Max X-displacement : 0.0165641 node 25
|
||||
@ -96,8 +96,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.419173 (f,u)+(t,u) = 0.1757056073
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 23.8599
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 13.0811 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 8.07728 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 9.68767
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.4797 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 9.16072
|
||||
step=7 time=7
|
||||
Primary solution summary: L2-norm : 0.0113942
|
||||
Max X-displacement : 0.0193268 node 25
|
||||
@ -107,8 +107,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.488268 (f,u)+(t,u) = 0.2384057834
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 27.8128
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 15.2502 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 9.2521 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 11.1461
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 8.70912 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 10.6665
|
||||
step=8 time=8
|
||||
Primary solution summary: L2-norm : 0.0130024
|
||||
Max X-displacement : 0.0220902 node 25
|
||||
@ -118,8 +118,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.557168 (f,u)+(t,u) = 0.3104366867
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 31.7593
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 17.4161 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 10.4345 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 12.6099
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 9.93439 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 12.1671
|
||||
step=9 time=9
|
||||
Primary solution summary: L2-norm : 0.0146062
|
||||
Max X-displacement : 0.0248544 node 25
|
||||
@ -129,8 +129,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.625882 (f,u)+(t,u) = 0.3917279035
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 35.6993
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 19.5788 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 11.6214 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 14.0762
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 11.1558 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 13.6629
|
||||
step=10 time=10
|
||||
Primary solution summary: L2-norm : 0.0162058
|
||||
Max X-displacement : 0.0276196 node 25
|
||||
@ -140,8 +140,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.694416 (f,u)+(t,u) = 0.482213452
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 39.633
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 21.7384 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 12.8106 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 15.5432
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 12.3735 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 15.1543
|
||||
step=11 time=11
|
||||
Primary solution summary: L2-norm : 0.0178013
|
||||
Max X-displacement : 0.0303856 node 25
|
||||
@ -151,8 +151,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.762779 (f,u)+(t,u) = 0.5818316352
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 43.5605
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 23.8948 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 14.001 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 17.0099
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 13.5878 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 16.6416
|
||||
step=12 time=12
|
||||
Primary solution summary: L2-norm : 0.0193928
|
||||
Max X-displacement : 0.0331526 node 25
|
||||
@ -162,8 +162,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.830978 (f,u)+(t,u) = 0.6905249257
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 47.4817
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 26.048 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 15.1918 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 18.4758
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 14.799 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 18.125
|
||||
step=13 time=13
|
||||
Primary solution summary: L2-norm : 0.0209805
|
||||
Max X-displacement : 0.0359205 node 25
|
||||
@ -173,8 +173,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.899022 (f,u)+(t,u) = 0.8082398855
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 51.3968
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 28.1981 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 16.3823 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 19.9406
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 16.0072 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 19.6048
|
||||
step=14 time=14
|
||||
Primary solution summary: L2-norm : 0.0225646
|
||||
Max X-displacement : 0.0386894 node 25
|
||||
@ -184,8 +184,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.966916 (f,u)+(t,u) = 0.9349271302
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 55.3058
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 30.3449 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 17.5725 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 21.4039
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 17.2128 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 21.0813
|
||||
step=15 time=15
|
||||
Primary solution summary: L2-norm : 0.024145
|
||||
Max X-displacement : 0.0414592 node 25
|
||||
@ -195,8 +195,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.03467 (f,u)+(t,u) = 1.070541349
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 59.2087
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 32.4886 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 18.7619 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 22.8658
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 18.416 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 22.5549
|
||||
step=16 time=16
|
||||
Primary solution summary: L2-norm : 0.0257219
|
||||
Max X-displacement : 0.04423 node 9
|
||||
@ -206,8 +206,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.10229 (f,u)+(t,u) = 1.215041398
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 63.1057
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 34.629 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 19.9507 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 24.3262
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 19.617 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 24.0258
|
||||
step=17 time=17
|
||||
Primary solution summary: L2-norm : 0.0272954
|
||||
Max X-displacement : 0.0470016 node 25
|
||||
@ -217,8 +217,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.16978 (f,u)+(t,u) = 1.368390501
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 66.9968
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 36.7662 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 21.1388 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 25.7854
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 20.8161 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 25.4944
|
||||
step=18 time=18
|
||||
Primary solution summary: L2-norm : 0.0288657
|
||||
Max X-displacement : 0.0497742 node 25
|
||||
@ -228,8 +228,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.23716 (f,u)+(t,u) = 1.530556591
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 70.882
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 38.9001 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 22.3262 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 27.2433
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 22.0134 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 26.9608
|
||||
step=19 time=19
|
||||
Primary solution summary: L2-norm : 0.0304327
|
||||
Max X-displacement : 0.0525476 node 25
|
||||
@ -239,8 +239,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.30442 (f,u)+(t,u) = 1.701512874
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 74.7613
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 41.0308 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 23.5131 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 28.7003
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 23.2094 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 28.4256
|
||||
step=20 time=20
|
||||
Primary solution summary: L2-norm : 0.0319965
|
||||
Max X-displacement : 0.0553217 node 25
|
||||
@ -250,8 +250,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.37158 (f,u)+(t,u) = 1.881238732
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 78.6348
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 43.1581 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 24.6996 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 30.1565
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 24.4042 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 29.8889
|
||||
step=21 time=21
|
||||
Primary solution summary: L2-norm : 0.0335573
|
||||
Max X-displacement : 0.0580966 node 25
|
||||
@ -261,8 +261,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.43865 (f,u)+(t,u) = 2.069721147
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 82.5026
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 45.2821 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 25.8859 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 31.6123
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 25.5982 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 31.3513
|
||||
step=22 time=22
|
||||
Primary solution summary: L2-norm : 0.0351151
|
||||
Max X-displacement : 0.0608721 node 25
|
||||
@ -272,8 +272,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.50564 (f,u)+(t,u) = 2.266957014
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 86.3645
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 47.4027 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 27.0724 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 33.068
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 26.7918 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 32.8131
|
||||
step=23 time=23
|
||||
Primary solution summary: L2-norm : 0.03667
|
||||
Max X-displacement : 0.0636482 node 25
|
||||
@ -283,8 +283,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.57256 (f,u)+(t,u) = 2.472956946
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 90.2208
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 49.5197 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 28.2594 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 34.5242
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 27.9854 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 34.275
|
||||
step=24 time=24
|
||||
Primary solution summary: L2-norm : 0.038222
|
||||
Max X-displacement : 0.0664248 node 9
|
||||
@ -294,8 +294,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.63944 (f,u)+(t,u) = 2.687751779
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 94.0713
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 51.6332 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 29.4475 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 35.9816
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 29.1796 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 35.7376
|
||||
step=25 time=25
|
||||
Primary solution summary: L2-norm : 0.0397714
|
||||
Max X-displacement : 0.0692019 node 9
|
||||
@ -305,8 +305,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.70628 (f,u)+(t,u) = 2.91140414
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 97.9161
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 53.7429 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 30.6374 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 37.441
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 30.3754 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 37.2021
|
||||
step=26 time=26
|
||||
Primary solution summary: L2-norm : 0.0413182
|
||||
Max X-displacement : 0.0719794 node 25
|
||||
@ -316,8 +316,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.77314 (f,u)+(t,u) = 3.144030168
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 101.755
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 55.8486 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 31.8304 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 38.904
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 31.5737 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 38.6698
|
||||
step=27 time=27
|
||||
Primary solution summary: L2-norm : 0.0428627
|
||||
Max X-displacement : 0.0747576 node 25
|
||||
@ -327,8 +327,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.84007 (f,u)+(t,u) = 3.385842967
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 105.588
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 57.95 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 33.0282 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 40.373
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 32.7768 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 40.1432
|
||||
step=28 time=28
|
||||
Primary solution summary: L2-norm : 0.0444052
|
||||
Max X-displacement : 0.0775367 node 25
|
||||
@ -338,8 +338,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.90716 (f,u)+(t,u) = 3.637246868
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 109.416
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 60.0462 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 34.2345 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 41.8521
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 33.988 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 41.6267
|
||||
step=29 time=29
|
||||
Primary solution summary: L2-norm : 0.0459467
|
||||
Max X-displacement : 0.0803179 node 25
|
||||
@ -349,8 +349,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.9746 (f,u)+(t,u) = 3.899064319
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 113.237
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 62.1358 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 35.4558 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 43.3496
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 35.2142 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 43.1284
|
||||
step=30 time=30
|
||||
Primary solution summary: L2-norm : 0.047489
|
||||
Max X-displacement : 0.0831043 node 9
|
||||
@ -360,8 +360,8 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.04283 (f,u)+(t,u) = 4.173168642
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 117.051
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 64.2155 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 36.7073 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 44.8841
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 36.4705 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 44.667
|
||||
step=31 time=31
|
||||
Primary solution summary: L2-norm : 0.0490378
|
||||
Max X-displacement : 0.0859065 node 25
|
||||
@ -371,6 +371,6 @@ Number of unknowns 543
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.113 (f,u)+(t,u) = 4.464773279
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 120.857
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 66.2764 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 38.0307 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 46.5067
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 37.799 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 46.2941
|
||||
step=32 time=32
|
||||
|
||||
@ -1,4 +1,4 @@
|
||||
FBlock-h8x2-Q4Q3.inp -2Dpstrain -mixed -nGauss 5 -lagrange
|
||||
FBlock-h8x2-Q4Q3.inp -2D -mixed -nGauss 5 -lagrange
|
||||
|
||||
Input file: FBlock-h8x2-Q4Q3.inp
|
||||
Equation solver: 2
|
||||
@ -43,8 +43,8 @@ Number of unknowns 893
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.0704687 (f,u)+(t,u) = 0.004965840411
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 3.99367
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 2.18787 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 2.80697 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 2.97999
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 1.2606 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 1.54391
|
||||
step=2 time=2
|
||||
Primary solution summary: L2-norm : 0.0032649
|
||||
Max X-displacement : 0.00552068 node 9
|
||||
@ -54,8 +54,8 @@ Number of unknowns 893
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.140689 (f,u)+(t,u) = 0.01979336034
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 7.98016
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 4.37249 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 3.66363 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 4.10989
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 2.51534 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 3.08065
|
||||
step=3 time=3
|
||||
Primary solution summary: L2-norm : 0.00488855
|
||||
Max X-displacement : 0.00828143 node 9
|
||||
@ -65,8 +65,8 @@ Number of unknowns 893
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.210671 (f,u)+(t,u) = 0.04438207954
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.9596
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 6.55388 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 4.68073 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 5.42122
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 3.76454 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 4.6106
|
||||
step=4 time=4
|
||||
Primary solution summary: L2-norm : 0.00650661
|
||||
Max X-displacement : 0.0110426 node 25
|
||||
@ -76,8 +76,8 @@ Number of unknowns 893
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.280423 (f,u)+(t,u) = 0.07863730027
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 15.932
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 8.73203 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.77812 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 6.81231
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.0085 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 6.13413
|
||||
step=5 time=5
|
||||
Primary solution summary: L2-norm : 0.00811928
|
||||
Max X-displacement : 0.0138043 node 9
|
||||
@ -87,8 +87,8 @@ Number of unknowns 893
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.349957 (f,u)+(t,u) = 0.1224698226
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 19.8976
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 10.9069 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.9173 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 8.24156
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.24751 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 7.65161
|
||||
step=6 time=6
|
||||
Primary solution summary: L2-norm : 0.00972677
|
||||
Max X-displacement : 0.0165665 node 9
|
||||
@ -98,8 +98,8 @@ Number of unknowns 893
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.41928 (f,u)+(t,u) = 0.17579569
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 23.8564
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 13.0786 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 8.07948 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 9.69037
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.48187 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 9.16338
|
||||
step=7 time=7
|
||||
Primary solution summary: L2-norm : 0.0113292
|
||||
Max X-displacement : 0.0193294 node 9
|
||||
@ -109,8 +109,8 @@ Number of unknowns 893
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.488401 (f,u)+(t,u) = 0.238535968
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 27.8085
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 15.2471 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 9.25485 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 11.1495
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 8.71184 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 10.6698
|
||||
step=8 time=8
|
||||
Primary solution summary: L2-norm : 0.0129269
|
||||
Max X-displacement : 0.022093 node 9
|
||||
@ -120,8 +120,8 @@ Number of unknowns 893
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.55733 (f,u)+(t,u) = 0.3106165615
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 31.754
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 17.4122 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 10.4379 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 12.614
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 9.93771 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 12.1712
|
||||
step=9 time=9
|
||||
Primary solution summary: L2-norm : 0.0145198
|
||||
Max X-displacement : 0.0248573 node 9
|
||||
@ -131,8 +131,8 @@ Number of unknowns 893
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.626074 (f,u)+(t,u) = 0.3919680785
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 35.6929
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 19.5742 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 11.6254 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 14.0811
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 11.1597 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 13.6678
|
||||
step=10 time=10
|
||||
Primary solution summary: L2-norm : 0.0161082
|
||||
Max X-displacement : 0.0276224 node 9
|
||||
@ -142,8 +142,8 @@ Number of unknowns 893
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.694641 (f,u)+(t,u) = 0.4825257495
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 39.6253
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 21.7328 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 12.8154 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 15.549
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 12.3782 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 15.1601
|
||||
step=11 time=11
|
||||
Primary solution summary: L2-norm : 0.0176922
|
||||
Max X-displacement : 0.0303883 node 25
|
||||
@ -153,8 +153,8 @@ Number of unknowns 893
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.76304 (f,u)+(t,u) = 0.5822294194
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 43.5512
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 23.8881 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 14.0066 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 17.0167
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 13.5933 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 16.6483
|
||||
step=12 time=12
|
||||
Primary solution summary: L2-norm : 0.019272
|
||||
Max X-displacement : 0.033155 node 9
|
||||
@ -164,8 +164,8 @@ Number of unknowns 893
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.831278 (f,u)+(t,u) = 0.6910236353
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 47.4707
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 26.0401 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 15.1982 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 18.4837
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 14.8053 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 18.1328
|
||||
step=13 time=13
|
||||
Primary solution summary: L2-norm : 0.0208476
|
||||
Max X-displacement : 0.0359224 node 9
|
||||
@ -175,8 +175,8 @@ Number of unknowns 893
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.899365 (f,u)+(t,u) = 0.808857865
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 51.3838
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 28.1888 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 16.3898 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 19.9497
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 16.0146 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 19.6138
|
||||
step=14 time=14
|
||||
Primary solution summary: L2-norm : 0.0224192
|
||||
Max X-displacement : 0.0386907 node 9
|
||||
@ -186,8 +186,8 @@ Number of unknowns 893
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.967309 (f,u)+(t,u) = 0.9356869015
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 55.2904
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 30.334 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 17.5811 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 21.4144
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 17.2214 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 21.0918
|
||||
step=15 time=15
|
||||
Primary solution summary: L2-norm : 0.023987
|
||||
Max X-displacement : 0.0414597 node 25
|
||||
@ -197,8 +197,8 @@ Number of unknowns 893
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.03512 (f,u)+(t,u) = 1.071471539
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 59.1907
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 32.4758 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 18.7719 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 22.878
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 18.4259 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 22.5671
|
||||
step=16 time=16
|
||||
Primary solution summary: L2-norm : 0.0255509
|
||||
Max X-displacement : 0.0442294 node 9
|
||||
@ -208,8 +208,8 @@ Number of unknowns 893
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.10281 (f,u)+(t,u) = 1.21617966
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 63.0846
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 34.614 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 19.9624 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 24.3405
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 19.6286 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 24.04
|
||||
step=17 time=17
|
||||
Primary solution summary: L2-norm : 0.0271111
|
||||
Max X-displacement : 0.0469998 node 9
|
||||
@ -219,8 +219,8 @@ Number of unknowns 893
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.17038 (f,u)+(t,u) = 1.36978797
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 66.9721
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 36.7486 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 21.1525 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 25.8022
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 20.8298 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 25.5112
|
||||
step=18 time=18
|
||||
Primary solution summary: L2-norm : 0.0286678
|
||||
Max X-displacement : 0.0497708 node 9
|
||||
@ -230,8 +230,8 @@ Number of unknowns 893
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.23785 (f,u)+(t,u) = 1.532284776
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 70.8531
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 38.8795 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 22.3427 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 27.2635
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 22.0299 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 26.981
|
||||
step=19 time=19
|
||||
Primary solution summary: L2-norm : 0.030221
|
||||
Max X-displacement : 0.0525424 node 9
|
||||
@ -241,8 +241,8 @@ Number of unknowns 893
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.30525 (f,u)+(t,u) = 1.703674545
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 74.7275
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 41.0065 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 23.5332 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 28.7249
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 23.2295 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 28.4502
|
||||
step=20 time=20
|
||||
Primary solution summary: L2-norm : 0.0317707
|
||||
Max X-displacement : 0.0553144 node 9
|
||||
@ -252,8 +252,8 @@ Number of unknowns 893
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.37258 (f,u)+(t,u) = 1.88398562
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 78.5953
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 43.1294 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 24.7247 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 30.1872
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 24.4293 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 29.9196
|
||||
step=21 time=21
|
||||
Primary solution summary: L2-norm : 0.0333172
|
||||
Max X-displacement : 0.0580868 node 25
|
||||
@ -263,8 +263,8 @@ Number of unknowns 893
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.43989 (f,u)+(t,u) = 2.073283871
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 82.4561
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 45.2478 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 25.918 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 31.6516
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 25.6304 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 31.3907
|
||||
step=22 time=22
|
||||
Primary solution summary: L2-norm : 0.0348604
|
||||
Max X-displacement : 0.0608596 node 9
|
||||
@ -274,8 +274,8 @@ Number of unknowns 893
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.50722 (f,u)+(t,u) = 2.271698317
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 86.3097
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 47.3613 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 27.1147 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 33.1199
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 26.8343 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 32.8651
|
||||
step=23 time=23
|
||||
Primary solution summary: L2-norm : 0.0364007
|
||||
Max X-displacement : 0.0636327 node 9
|
||||
@ -285,8 +285,8 @@ Number of unknowns 893
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.57463 (f,u)+(t,u) = 2.47947319
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 90.1555
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 49.4691 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 28.3172 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 34.5951
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 28.0435 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 34.3461
|
||||
step=24 time=24
|
||||
Primary solution summary: L2-norm : 0.0379384
|
||||
Max X-displacement : 0.0664063 node 9
|
||||
@ -296,8 +296,8 @@ Number of unknowns 893
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.64228 (f,u)+(t,u) = 2.697085933
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 93.9927
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 51.5698 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 29.53 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 36.0827
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 29.2626 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 35.8392
|
||||
step=25 time=25
|
||||
Primary solution summary: L2-norm : 0.0394739
|
||||
Max X-displacement : 0.0691808 node 9
|
||||
@ -307,8 +307,8 @@ Number of unknowns 893
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.71043 (f,u)+(t,u) = 2.925562404
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 97.8195
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 53.6605 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 30.7622 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 37.5941
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 30.5009 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 37.3559
|
||||
step=26 time=26
|
||||
Primary solution summary: L2-norm : 0.0410091
|
||||
Max X-displacement : 0.0719581 node 9
|
||||
@ -318,8 +318,8 @@ Number of unknowns 893
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.77977 (f,u)+(t,u) = 3.167592687
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 101.632
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 55.7344 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 32.0382 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 39.159
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 31.783 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 38.926
|
||||
step=27 time=27
|
||||
Primary solution summary: L2-norm : 0.042553
|
||||
Max X-displacement : 0.0747501 node 9
|
||||
@ -329,6 +329,6 @@ Number of unknowns 893
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.85353 (f,u)+(t,u) = 3.435557675
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 105.418
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 57.7613 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 33.4711 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 40.9164
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 33.2229 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 40.6896
|
||||
step=28 time=28
|
||||
|
||||
@ -1,4 +1,4 @@
|
||||
FBlock-h8x3-Q3P2.inp -2Dpstrain -MX 2 -nGauss 4 -lagrange
|
||||
FBlock-h8x3-Q3P2.inp -2D -MX 2 -nGauss 4 -lagrange
|
||||
|
||||
Input file: FBlock-h8x3-Q3P2.inp
|
||||
Equation solver: 2
|
||||
@ -41,8 +41,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.0704449 (f,u)+(t,u) = 0.004962477372
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 3.99384
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 2.18805 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 2.75398 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 2.92466
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 1.26017 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 1.54338
|
||||
step=2 time=2
|
||||
Primary solution summary: L2-norm : 0.00328012
|
||||
Max X-displacement : 0.005524 node 7
|
||||
@ -52,8 +52,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.140639 (f,u)+(t,u) = 0.01977924288
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 7.98053
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 4.37289 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 3.60427 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 4.05006
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 2.51441 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 3.07951
|
||||
step=3 time=3
|
||||
Primary solution summary: L2-norm : 0.00491199
|
||||
Max X-displacement : 0.00828649 node 7
|
||||
@ -63,8 +63,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.210592 (f,u)+(t,u) = 0.04434886081
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.9602
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 6.55453 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 4.6207 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 5.36185
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 3.76306 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 4.60879
|
||||
step=4 time=4
|
||||
Primary solution summary: L2-norm : 0.00653869
|
||||
Max X-displacement : 0.0110495 node 7
|
||||
@ -74,8 +74,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.280314 (f,u)+(t,u) = 0.07857573804
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 15.933
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 8.73299 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.71876 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 6.75403
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.00642 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 6.13159
|
||||
step=5 time=5
|
||||
Primary solution summary: L2-norm : 0.00816039
|
||||
Max X-displacement : 0.0138131 node 7
|
||||
@ -85,8 +85,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.349814 (f,u)+(t,u) = 0.1223698367
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 19.899
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 10.9083 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.85875 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 8.18417
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.24478 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 7.64826
|
||||
step=6 time=6
|
||||
Primary solution summary: L2-norm : 0.00977728
|
||||
Max X-displacement : 0.0165773 node 7
|
||||
@ -96,8 +96,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.419102 (f,u)+(t,u) = 0.1756464061
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 23.8583
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 13.0804 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 8.02159 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 9.63357
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.47844 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 9.15918
|
||||
step=7 time=7
|
||||
Primary solution summary: L2-norm : 0.0113895
|
||||
Max X-displacement : 0.0193424 node 19
|
||||
@ -107,8 +107,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.488186 (f,u)+(t,u) = 0.2383257322
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 27.811
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 15.2493 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 9.19739 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 11.093
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 8.70766 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 10.6647
|
||||
step=8 time=8
|
||||
Primary solution summary: L2-norm : 0.0129973
|
||||
Max X-displacement : 0.0221083 node 19
|
||||
@ -118,8 +118,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.557075 (f,u)+(t,u) = 0.3103329056
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 31.7572
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 17.4151 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 10.3807 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 12.5575
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 9.93273 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 12.1651
|
||||
step=9 time=9
|
||||
Primary solution summary: L2-norm : 0.0146008
|
||||
Max X-displacement : 0.0248751 node 19
|
||||
@ -129,8 +129,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.625778 (f,u)+(t,u) = 0.391597605
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 35.697
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 19.5778 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 11.5682 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 14.0244
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 11.1539 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 13.6607
|
||||
step=10 time=10
|
||||
Primary solution summary: L2-norm : 0.0162001
|
||||
Max X-displacement : 0.0276429 node 7
|
||||
@ -140,8 +140,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.694301 (f,u)+(t,u) = 0.4820538974
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 39.6305
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 21.7372 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 12.758 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 15.4918
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 12.3714 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 15.1519
|
||||
step=11 time=11
|
||||
Primary solution summary: L2-norm : 0.0177954
|
||||
Max X-displacement : 0.0304117 node 19
|
||||
@ -151,8 +151,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.762653 (f,u)+(t,u) = 0.5816400532
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 43.5577
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 23.8936 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 13.9489 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 16.959
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 13.5856 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 16.6389
|
||||
step=12 time=12
|
||||
Primary solution summary: L2-norm : 0.0193867
|
||||
Max X-displacement : 0.0331815 node 7
|
||||
@ -162,8 +162,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.830842 (f,u)+(t,u) = 0.6902983759
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 47.4788
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 26.0467 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 15.14 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 18.4252
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 14.7966 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 18.122
|
||||
step=13 time=13
|
||||
Primary solution summary: L2-norm : 0.0209743
|
||||
Max X-displacement : 0.0359524 node 19
|
||||
@ -173,8 +173,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.898874 (f,u)+(t,u) = 0.8079750463
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 51.3937
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 28.1967 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 16.3308 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 19.8901
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 16.0046 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 19.6016
|
||||
step=14 time=14
|
||||
Primary solution summary: L2-norm : 0.0225582
|
||||
Max X-displacement : 0.0387244 node 7
|
||||
@ -184,8 +184,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.966757 (f,u)+(t,u) = 0.9346199802
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 55.3026
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 30.3436 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 17.5212 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 21.3536
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 17.21 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 21.0779
|
||||
step=15 time=15
|
||||
Primary solution summary: L2-norm : 0.0241385
|
||||
Max X-displacement : 0.0414975 node 7
|
||||
@ -195,8 +195,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.0345 (f,u)+(t,u) = 1.0701867
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 59.2055
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 32.4872 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 18.7108 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 22.8155
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 18.4129 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 22.5512
|
||||
step=16 time=16
|
||||
Primary solution summary: L2-norm : 0.0257153
|
||||
Max X-displacement : 0.0442717 node 19
|
||||
@ -206,8 +206,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.1021 (f,u)+(t,u) = 1.214632218
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 63.1025
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 34.6277 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 19.8996 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 24.2758
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 19.6136 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 24.0217
|
||||
step=17 time=17
|
||||
Primary solution summary: L2-norm : 0.0272888
|
||||
Max X-displacement : 0.047047 node 7
|
||||
@ -217,8 +217,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.16958 (f,u)+(t,u) = 1.367916937
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 66.9936
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 36.765 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 21.0875 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 25.7348
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 20.8123 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 25.4897
|
||||
step=18 time=18
|
||||
Primary solution summary: L2-norm : 0.0288589
|
||||
Max X-displacement : 0.0498234 node 19
|
||||
@ -228,8 +228,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.23693 (f,u)+(t,u) = 1.53000456
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 70.8789
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 38.8991 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 22.2747 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 27.1923
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 22.0091 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 26.9555
|
||||
step=19 time=19
|
||||
Primary solution summary: L2-norm : 0.0304258
|
||||
Max X-displacement : 0.0526008 node 19
|
||||
@ -239,8 +239,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.30417 (f,u)+(t,u) = 1.700862017
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 74.7583
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 41.0299 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 23.4611 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 28.6486
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 23.2043 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 28.4194
|
||||
step=20 time=20
|
||||
Primary solution summary: L2-norm : 0.0319895
|
||||
Max X-displacement : 0.0553792 node 19
|
||||
@ -250,8 +250,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.3713 (f,u)+(t,u) = 1.880459408
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 78.6321
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 43.1576 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 24.6468 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 30.1038
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 24.3981 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 29.8815
|
||||
step=21 time=21
|
||||
Primary solution summary: L2-norm : 0.0335502
|
||||
Max X-displacement : 0.0581585 node 19
|
||||
@ -261,8 +261,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.43832 (f,u)+(t,u) = 2.068769959
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 82.5001
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 45.282 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 25.832 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 31.558
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 25.5907 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 31.3421
|
||||
step=22 time=22
|
||||
Primary solution summary: L2-norm : 0.0351077
|
||||
Max X-displacement : 0.0609388 node 19
|
||||
@ -272,8 +272,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.50525 (f,u)+(t,u) = 2.265770006
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 86.3624
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 47.4031 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 27.0167 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 33.0115
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 26.7823 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 32.8015
|
||||
step=23 time=23
|
||||
Primary solution summary: L2-norm : 0.0366623
|
||||
Max X-displacement : 0.0637199 node 19
|
||||
@ -283,8 +283,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.57208 (f,u)+(t,u) = 2.471438993
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 90.2191
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 49.521 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 28.2011 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 34.4644
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 27.9731 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 34.2599
|
||||
step=24 time=24
|
||||
Primary solution summary: L2-norm : 0.0382138
|
||||
Max X-displacement : 0.0665019 node 19
|
||||
@ -294,8 +294,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.63883 (f,u)+(t,u) = 2.685759503
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 94.0702
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 51.6356 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 29.3853 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 35.917
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 29.1633 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 35.7176
|
||||
step=25 time=25
|
||||
Primary solution summary: L2-norm : 0.0397624
|
||||
Max X-displacement : 0.0692846 node 19
|
||||
@ -305,8 +305,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.7055 (f,u)+(t,u) = 2.908717321
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 97.9157
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 53.7468 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 30.5695 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 37.3693
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 30.3531 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 37.1748
|
||||
step=26 time=26
|
||||
Primary solution summary: L2-norm : 0.0413081
|
||||
Max X-displacement : 0.0720679 node 19
|
||||
@ -316,8 +316,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.77209 (f,u)+(t,u) = 3.140301547
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 101.756
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 55.8548 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 31.7538 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 38.8217
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 31.5427 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 38.6318
|
||||
step=27 time=27
|
||||
Primary solution summary: L2-norm : 0.0428509
|
||||
Max X-displacement : 0.0748518 node 19
|
||||
@ -327,8 +327,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.83861 (f,u)+(t,u) = 3.380504759
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 105.59
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 57.9594 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 32.9384 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 40.2743
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 32.7323 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 40.0887
|
||||
step=28 time=28
|
||||
Primary solution summary: L2-norm : 0.0443908
|
||||
Max X-displacement : 0.0776363 node 7
|
||||
@ -338,8 +338,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.90508 (f,u)+(t,u) = 3.629323253
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 109.419
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 60.0606 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 34.1235 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 41.7274
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 33.9221 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 41.5459
|
||||
step=29 time=29
|
||||
Primary solution summary: L2-norm : 0.0459278
|
||||
Max X-displacement : 0.0804211 node 19
|
||||
@ -349,8 +349,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.97149 (f,u)+(t,u) = 3.886757389
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 113.243
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 62.1584 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 35.3092 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 43.1813
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 35.1123 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 43.0036
|
||||
step=30 time=30
|
||||
Primary solution summary: L2-norm : 0.047462
|
||||
Max X-displacement : 0.0832063 node 19
|
||||
@ -360,8 +360,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.03784 (f,u)+(t,u) = 4.152812073
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 117.061
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 64.2528 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 36.4959 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 44.6361
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 36.3031 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 44.4621
|
||||
step=31 time=31
|
||||
Primary solution summary: L2-norm : 0.0489932
|
||||
Max X-displacement : 0.0859918 node 19
|
||||
@ -371,8 +371,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.10416 (f,u)+(t,u) = 4.427497426
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 120.873
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 66.3438 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 37.6836 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 46.0922
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 37.4949 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 45.9216
|
||||
step=32 time=32
|
||||
Primary solution summary: L2-norm : 0.0505214
|
||||
Max X-displacement : 0.0887774 node 7
|
||||
@ -382,8 +382,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.17044 (f,u)+(t,u) = 4.710829736
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 124.681
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 68.4313 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 38.8726 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 47.5498
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 38.6878 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 47.3826
|
||||
step=33 time=33
|
||||
Primary solution summary: L2-norm : 0.0520467
|
||||
Max X-displacement : 0.0915632 node 19
|
||||
@ -393,8 +393,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.2367 (f,u)+(t,u) = 5.002832778
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 128.483
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 70.5153 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 40.0632 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 49.0093
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 39.8821 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 48.8454
|
||||
step=34 time=34
|
||||
Primary solution summary: L2-norm : 0.0535691
|
||||
Max X-displacement : 0.0943491 node 19
|
||||
@ -404,8 +404,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.30294 (f,u)+(t,u) = 5.303539709
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 132.279
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 72.5957 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 41.2557 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 50.4711
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 41.0781 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 50.3102
|
||||
step=35 time=35
|
||||
Primary solution summary: L2-norm : 0.0550883
|
||||
Max X-displacement : 0.097135 node 19
|
||||
@ -415,8 +415,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.36918 (f,u)+(t,u) = 5.612995756
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 136.071
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 74.6727 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 42.4505 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 51.9356
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 42.2763 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 51.7777
|
||||
step=36 time=36
|
||||
Primary solution summary: L2-norm : 0.0566045
|
||||
Max X-displacement : 0.099921 node 19
|
||||
@ -426,8 +426,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.43542 (f,u)+(t,u) = 5.931262114
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 139.857
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 76.746 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 43.648 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 53.4034
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 43.4771 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 53.2484
|
||||
step=37 time=37
|
||||
Primary solution summary: L2-norm : 0.0581176
|
||||
Max X-displacement : 0.102707 node 19
|
||||
@ -437,8 +437,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.50168 (f,u)+(t,u) = 6.25842161
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 143.639
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 78.8157 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 44.8488 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 54.8751
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 44.681 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 54.7229
|
||||
step=38 time=38
|
||||
Primary solution summary: L2-norm : 0.0596274
|
||||
Max X-displacement : 0.105494 node 19
|
||||
@ -448,8 +448,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.56799 (f,u)+(t,u) = 6.594587004
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 147.416
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 80.8817 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 46.0535 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 56.3515
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 45.8888 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 56.2021
|
||||
step=39 time=39
|
||||
Primary solution summary: L2-norm : 0.0611339
|
||||
Max X-displacement : 0.10828 node 19
|
||||
@ -459,8 +459,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.63437 (f,u)+(t,u) = 6.93991319
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 151.188
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 82.9441 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 47.263 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 57.8339
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 47.1013 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 57.6871
|
||||
step=40 time=40
|
||||
Primary solution summary: L2-norm : 0.0626371
|
||||
Max X-displacement : 0.111068 node 19
|
||||
@ -470,8 +470,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.70085 (f,u)+(t,u) = 7.294615047
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 154.955
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 85.0026 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 48.4785 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 59.3236
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 48.3198 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 59.1794
|
||||
step=41 time=41
|
||||
Primary solution summary: L2-norm : 0.0641369
|
||||
Max X-displacement : 0.113858 node 19
|
||||
@ -481,8 +481,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.76749 (f,u)+(t,u) = 7.658993194
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 158.719
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 87.0573 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 49.7018 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 60.8227
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 49.5458 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 60.681
|
||||
step=42 time=42
|
||||
Primary solution summary: L2-norm : 0.0656332
|
||||
Max X-displacement : 0.116649 node 19
|
||||
@ -492,8 +492,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.83434 (f,u)+(t,u) = 8.03347005
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 162.479
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 89.1079 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 50.9349 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 62.334
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 50.7818 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 62.1947
|
||||
step=43 time=43
|
||||
Primary solution summary: L2-norm : 0.0671261
|
||||
Max X-displacement : 0.119445 node 19
|
||||
@ -503,8 +503,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.90149 (f,u)+(t,u) = 8.418637604
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 166.236
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 91.1543 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 52.1811 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 63.8611
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 52.0307 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 63.7243
|
||||
step=44 time=44
|
||||
Primary solution summary: L2-norm : 0.0686157
|
||||
Max X-displacement : 0.122247 node 19
|
||||
@ -514,8 +514,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.96906 (f,u)+(t,u) = 8.815315248
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 169.992
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 93.1962 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 53.4444 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 65.4093
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 53.2967 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 65.2748
|
||||
step=45 time=45
|
||||
Primary solution summary: L2-norm : 0.0701024
|
||||
Max X-displacement : 0.125057 node 19
|
||||
@ -525,8 +525,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.0372 (f,u)+(t,u) = 9.224610704
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 173.746
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 95.2332 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 54.7302 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 66.985
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 54.5853 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 66.853
|
||||
step=46 time=46
|
||||
Primary solution summary: L2-norm : 0.0715867
|
||||
Max X-displacement : 0.127878 node 19
|
||||
@ -536,8 +536,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.10612 (f,u)+(t,u) = 9.647973787
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 177.501
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 97.2648 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 56.0456 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 68.5969
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 55.9033 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 68.4673
|
||||
step=47 time=47
|
||||
Primary solution summary: L2-norm : 0.0730696
|
||||
Max X-displacement : 0.130717 node 19
|
||||
@ -547,8 +547,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.17604 (f,u)+(t,u) = 10.0872428
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 181.258
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 99.2906 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 57.3987 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 70.2551
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 57.2593 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 70.128
|
||||
step=48 time=48
|
||||
Primary solution summary: L2-norm : 0.0745524
|
||||
Max X-displacement : 0.133577 node 19
|
||||
@ -558,8 +558,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.24726 (f,u)+(t,u) = 10.54472023
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 185.02
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 101.31 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 58.7999 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 71.972
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 58.6633 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 71.8475
|
||||
step=49 time=49
|
||||
Primary solution summary: L2-norm : 0.0760371
|
||||
Max X-displacement : 0.136467 node 19
|
||||
@ -569,8 +569,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.32015 (f,u)+(t,u) = 11.02337973
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 188.792
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 103.323 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 60.2618 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 73.7634
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 60.1281 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 73.6416
|
||||
step=50 time=50
|
||||
Primary solution summary: L2-norm : 0.0775267
|
||||
Max X-displacement : 0.139396 node 19
|
||||
@ -580,8 +580,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.3952 (f,u)+(t,u) = 11.52739589
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 192.578
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 105.329 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 61.8027 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 75.6516
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 61.6721 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 75.5326
|
||||
step=51 time=51
|
||||
Primary solution summary: L2-norm : 0.0790263
|
||||
Max X-displacement : 0.142383 node 19
|
||||
@ -591,8 +591,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.47323 (f,u)+(t,u) = 12.06333618
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 196.391
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 107.33 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 63.4523 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 77.673
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 63.325 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 77.557
|
||||
step=52 time=52
|
||||
Primary solution summary: L2-norm : 0.0805448
|
||||
Max X-displacement : 0.145456 node 19
|
||||
@ -602,8 +602,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.55564 (f,u)+(t,u) = 12.64255442
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 200.248
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 109.325 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 65.264 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 79.893
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 65.1404 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 79.7803
|
||||
step=53 time=53
|
||||
Primary solution summary: L2-norm : 0.0820979
|
||||
Max X-displacement : 0.148661 node 7
|
||||
@ -613,8 +613,8 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.64472 (f,u)+(t,u) = 13.28398936
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 204.18
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 111.314 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 67.3298 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 82.4244
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 67.2103 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 82.3154
|
||||
step=54 time=54
|
||||
Primary solution summary: L2-norm : 0.0837008
|
||||
Max X-displacement : 0.152022 node 7
|
||||
@ -624,6 +624,6 @@ Number of unknowns 455
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.74199 (f,u)+(t,u) = 14.00251399
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 208.196
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 113.285 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 69.7216 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 85.3552
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 69.6068 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 85.2506
|
||||
step=55 time=55
|
||||
|
||||
@ -1,4 +1,4 @@
|
||||
FBlock-h8x3-Q3Q2.inp -2Dpstrain -mixed -nGauss 4 -lagrange
|
||||
FBlock-h8x3-Q3Q2.inp -2D -mixed -nGauss 4 -lagrange
|
||||
|
||||
Input file: FBlock-h8x3-Q3Q2.inp
|
||||
Equation solver: 2
|
||||
@ -43,8 +43,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.0706832 (f,u)+(t,u) = 0.00499612004
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 3.99366
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 2.18711 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 2.75575 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 2.92724
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 1.26452 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 1.54871
|
||||
step=2 time=2
|
||||
Primary solution summary: L2-norm : 0.00326272
|
||||
Max X-displacement : 0.00552287 node 19
|
||||
@ -54,8 +54,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.141143 (f,u)+(t,u) = 0.01992120874
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 7.98002
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 4.37079 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 3.6106 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 4.05858
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 2.52377 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 3.09097
|
||||
step=3 time=3
|
||||
Primary solution summary: L2-norm : 0.00488561
|
||||
Max X-displacement : 0.0082847 node 19
|
||||
@ -65,8 +65,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.21139 (f,u)+(t,u) = 0.04468591404
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.9592
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 6.55102 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 4.63283 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 5.37757
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 3.77814 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 4.62725
|
||||
step=4 time=4
|
||||
Primary solution summary: L2-norm : 0.00650313
|
||||
Max X-displacement : 0.0110469 node 19
|
||||
@ -76,8 +76,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.28144 (f,u)+(t,u) = 0.0792082865
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 15.9312
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 8.72778 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.73756 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 6.77793
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.02801 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 6.15803
|
||||
step=5 time=5
|
||||
Primary solution summary: L2-norm : 0.00811549
|
||||
Max X-displacement : 0.0138095 node 19
|
||||
@ -87,8 +87,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.351303 (f,u)+(t,u) = 0.1234138678
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 19.8961
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 10.901 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.88509 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 8.21731
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.27378 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 7.68379
|
||||
step=6 time=6
|
||||
Primary solution summary: L2-norm : 0.00972287
|
||||
Max X-displacement : 0.0165726 node 7
|
||||
@ -98,8 +98,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.420994 (f,u)+(t,u) = 0.1772359156
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 23.854
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 13.0707 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 8.05645 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 9.67712
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.51586 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 9.20501
|
||||
step=7 time=7
|
||||
Primary solution summary: L2-norm : 0.0113255
|
||||
Max X-displacement : 0.0193363 node 19
|
||||
@ -109,8 +109,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.490526 (f,u)+(t,u) = 0.2406157994
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 27.8049
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 15.2367 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 9.24189 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 11.1483
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 8.75465 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 10.7222
|
||||
step=8 time=8
|
||||
Primary solution summary: L2-norm : 0.0129235
|
||||
Max X-displacement : 0.0221004 node 19
|
||||
@ -120,8 +120,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.559914 (f,u)+(t,u) = 0.313503615
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 31.7487
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 17.3989 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 10.4361 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 12.6262
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 9.99061 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 12.2359
|
||||
step=9 time=9
|
||||
Primary solution summary: L2-norm : 0.0145171
|
||||
Max X-displacement : 0.0248651 node 19
|
||||
@ -131,8 +131,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.629173 (f,u)+(t,u) = 0.3958590765
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 35.6854
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 19.5573 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 11.6361 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 14.1083
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 11.2242 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 13.7468
|
||||
step=10 time=10
|
||||
Primary solution summary: L2-norm : 0.0161064
|
||||
Max X-displacement : 0.0276304 node 19
|
||||
@ -142,8 +142,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.698321 (f,u)+(t,u) = 0.4876527678
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 39.6151
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 21.7118 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 12.8401 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 15.5932
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 12.456 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 15.2554
|
||||
step=11 time=11
|
||||
Primary solution summary: L2-norm : 0.0176916
|
||||
Max X-displacement : 0.0303961 node 19
|
||||
@ -153,8 +153,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.767377 (f,u)+(t,u) = 0.5888678514
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 43.5375
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 23.8621 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 14.0473 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 17.0804
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 13.6865 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 16.7624
|
||||
step=12 time=12
|
||||
Primary solution summary: L2-norm : 0.0192729
|
||||
Max X-displacement : 0.0331623 node 19
|
||||
@ -164,8 +164,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.836363 (f,u)+(t,u) = 0.6995023634
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 47.4527
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 26.0081 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 15.2573 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 18.5697
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 14.9164 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 18.2688
|
||||
step=13 time=13
|
||||
Primary solution summary: L2-norm : 0.0208504
|
||||
Max X-displacement : 0.0359289 node 19
|
||||
@ -175,8 +175,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.905302 (f,u)+(t,u) = 0.819572242
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 51.3604
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 28.1495 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 16.4701 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 20.0615
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 16.1465 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 19.7754
|
||||
step=14 time=14
|
||||
Primary solution summary: L2-norm : 0.0224243
|
||||
Max X-displacement : 0.0386959 node 19
|
||||
@ -186,8 +186,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.974225 (f,u)+(t,u) = 0.9491152538
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 55.2603
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 30.286 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 17.6861 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 21.5565
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 17.3777 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 21.2832
|
||||
step=15 time=15
|
||||
Primary solution summary: L2-norm : 0.0239948
|
||||
Max X-displacement : 0.0414632 node 19
|
||||
@ -197,8 +197,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.04317 (f,u)+(t,u) = 1.088195966
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 59.1523
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 32.4172 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 18.9059 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 23.0555
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 18.611 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 22.7937
|
||||
step=16 time=16
|
||||
Primary solution summary: L2-norm : 0.025562
|
||||
Max X-displacement : 0.0442307 node 19
|
||||
@ -208,8 +208,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.11217 (f,u)+(t,u) = 1.236911832
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 63.036
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 34.5427 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 20.1306 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 24.5598
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 19.8477 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 24.3084
|
||||
step=17 time=17
|
||||
Primary solution summary: L2-norm : 0.0271261
|
||||
Max X-displacement : 0.0469983 node 19
|
||||
@ -219,8 +219,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.18127 (f,u)+(t,u) = 1.395400274
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 66.9108
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 36.6619 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 21.3613 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 26.0711
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 21.0893 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 25.829
|
||||
step=18 time=18
|
||||
Primary solution summary: L2-norm : 0.0286874
|
||||
Max X-displacement : 0.049766 node 19
|
||||
@ -230,8 +230,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.25054 (f,u)+(t,u) = 1.563846225
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 70.7762
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 38.7741 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 22.5996 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 27.5914
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 22.3376 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 27.3579
|
||||
step=19 time=19
|
||||
Primary solution summary: L2-norm : 0.030246
|
||||
Max X-displacement : 0.0525336 node 19
|
||||
@ -241,8 +241,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.32003 (f,u)+(t,u) = 1.742488983
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 74.6315
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 40.8785 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 23.8474 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 29.1231
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 23.5946 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 28.8974
|
||||
step=20 time=20
|
||||
Primary solution summary: L2-norm : 0.0318021
|
||||
Max X-displacement : 0.0553011 node 19
|
||||
@ -252,8 +252,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.38983 (f,u)+(t,u) = 1.931626323
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 78.4759
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 42.9741 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 25.107 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 30.6688
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 24.8627 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 30.4505
|
||||
step=21 time=21
|
||||
Primary solution summary: L2-norm : 0.0333558
|
||||
Max X-displacement : 0.0580684 node 19
|
||||
@ -263,8 +263,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.46 (f,u)+(t,u) = 2.131613052
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 82.3085
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 45.0598 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 26.3807 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 32.2316
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 26.1443 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 32.0201
|
||||
step=22 time=22
|
||||
Primary solution summary: L2-norm : 0.0349073
|
||||
Max X-displacement : 0.0608352 node 19
|
||||
@ -274,8 +274,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.53064 (f,u)+(t,u) = 2.342851309
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 86.1282
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 47.1346 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 27.6709 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 33.8146
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 27.4421 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 33.6096
|
||||
step=23 time=23
|
||||
Primary solution summary: L2-norm : 0.0364565
|
||||
Max X-displacement : 0.0636014 node 19
|
||||
@ -285,8 +285,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.6018 (f,u)+(t,u) = 2.56577201
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 89.9343
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 49.1973 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 28.9802 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 35.4206
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 28.7584 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 35.2217
|
||||
step=24 time=24
|
||||
Primary solution summary: L2-norm : 0.0380032
|
||||
Max X-displacement : 0.0663666 node 7
|
||||
@ -296,8 +296,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.67356 (f,u)+(t,u) = 2.800811483
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 93.7259
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 51.2472 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 30.3104 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 37.0522
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 30.0954 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 36.8592
|
||||
step=25 time=25
|
||||
Primary solution summary: L2-norm : 0.0395472
|
||||
Max X-displacement : 0.0691301 node 7
|
||||
@ -307,8 +307,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.74596 (f,u)+(t,u) = 3.048393091
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 97.5025
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 53.2833 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 31.6633 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 38.7115
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 31.4548 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 38.5241
|
||||
step=26 time=26
|
||||
Primary solution summary: L2-norm : 0.041088
|
||||
Max X-displacement : 0.0718912 node 7
|
||||
@ -318,8 +318,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.81905 (f,u)+(t,u) = 3.308927058
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 101.264
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 55.3053 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 33.0403 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 40.4001
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 32.8379 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 40.2181
|
||||
step=27 time=27
|
||||
Primary solution summary: L2-norm : 0.0426252
|
||||
Max X-displacement : 0.0746488 node 19
|
||||
@ -329,8 +329,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.89284 (f,u)+(t,u) = 3.582840541
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 105.01
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 57.3127 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 34.4428 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 42.1199
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 34.2464 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 41.9431
|
||||
step=28 time=28
|
||||
Primary solution summary: L2-norm : 0.0441582
|
||||
Max X-displacement : 0.0774015 node 19
|
||||
@ -340,8 +340,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.9674 (f,u)+(t,u) = 3.87064709
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 108.741
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 59.3052 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 35.8732 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 43.8738
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 35.6825 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 43.702
|
||||
step=29 time=29
|
||||
Primary solution summary: L2-norm : 0.0456865
|
||||
Max X-displacement : 0.0801476 node 19
|
||||
@ -351,8 +351,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.04281 (f,u)+(t,u) = 4.173068394
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 112.457
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 61.282 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 37.3354 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 45.6665
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 37.1503 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 45.4997
|
||||
step=30 time=30
|
||||
Primary solution summary: L2-norm : 0.0472098
|
||||
Max X-displacement : 0.0828846 node 19
|
||||
@ -362,8 +362,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.11926 (f,u)+(t,u) = 4.49124456
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 116.16
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 63.2421 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 38.8368 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 47.5072
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 38.6572 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 47.3452
|
||||
step=31 time=31
|
||||
Primary solution summary: L2-norm : 0.0487279
|
||||
Max X-displacement : 0.085609 node 19
|
||||
@ -373,8 +373,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.19708 (f,u)+(t,u) = 4.827141478
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 119.849
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 65.1828 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 40.391 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 49.4126
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 40.2168 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 49.2553
|
||||
step=32 time=32
|
||||
Primary solution summary: L2-norm : 0.050241
|
||||
Max X-displacement : 0.0883151 node 19
|
||||
@ -384,8 +384,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.27695 (f,u)+(t,u) = 5.184502684
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 123.527
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 67.0995 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 42.0251 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 51.4158
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 41.8563 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 51.2633
|
||||
step=33 time=33
|
||||
Primary solution summary: L2-norm : 0.0517508
|
||||
Max X-displacement : 0.0909915 node 19
|
||||
@ -395,8 +395,8 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.36046 (f,u)+(t,u) = 5.571750318
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 127.199
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 68.9811 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 43.8014 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 53.5932
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 43.6384 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 53.4459
|
||||
step=34 time=34
|
||||
Primary solution summary: L2-norm : 0.053266
|
||||
Max X-displacement : 0.0936054 node 19
|
||||
@ -406,6 +406,6 @@ Number of unknowns 693
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.45286 (f,u)+(t,u) = 6.016509793
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 130.883
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 70.7935 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 45.9291 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 56.2013
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 45.7729 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 56.0601
|
||||
step=35 time=35
|
||||
|
||||
@ -1,4 +1,4 @@
|
||||
FBlock-h9x5-Q2P1.inp -2Dpstrain -MX 1 -nGauss 3 -lagrange
|
||||
FBlock-h9x5-Q2P1.inp -2D -MX 1 -nGauss 3 -lagrange
|
||||
|
||||
Input file: FBlock-h9x5-Q2P1.inp
|
||||
Equation solver: 2
|
||||
@ -42,8 +42,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.0703524 (f,u)+(t,u) = 0.004949465648
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 3.99207
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 2.1873 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 2.87221 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 3.03087
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 1.2585 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 1.54134
|
||||
step=2 time=2
|
||||
Primary solution summary: L2-norm : 0.00327124
|
||||
Max X-displacement : 0.00552132 node 5
|
||||
@ -53,8 +53,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.140452 (f,u)+(t,u) = 0.0197266334
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 7.97697
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 4.37137 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 3.67637 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 4.10702
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 2.51103 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 3.07537
|
||||
step=3 time=3
|
||||
Primary solution summary: L2-norm : 0.00489861
|
||||
Max X-displacement : 0.00828239 node 5
|
||||
@ -64,8 +64,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.210307 (f,u)+(t,u) = 0.04422916175
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.9548
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 6.55225 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 4.66269 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 5.38961
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 3.7579 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 4.60247
|
||||
step=4 time=4
|
||||
Primary solution summary: L2-norm : 0.00652077
|
||||
Max X-displacement : 0.0110439 node 5
|
||||
@ -75,8 +75,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.279929 (f,u)+(t,u) = 0.07836046385
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 15.9258
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 8.72994 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.74079 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 6.76336
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 4.99941 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 6.123
|
||||
step=5 time=5
|
||||
Primary solution summary: L2-norm : 0.00813792
|
||||
Max X-displacement : 0.0138059 node 5
|
||||
@ -86,8 +86,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.349327 (f,u)+(t,u) = 0.1220294116
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 19.8899
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 10.9045 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.86675 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 8.18076
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.23586 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 7.63734
|
||||
step=6 time=6
|
||||
Primary solution summary: L2-norm : 0.00975025
|
||||
Max X-displacement : 0.0165686 node 5
|
||||
@ -97,8 +97,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.418509 (f,u)+(t,u) = 0.1751500561
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 23.8473
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 13.0758 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 8.01911 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 9.62058
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.46753 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 9.14582
|
||||
step=7 time=7
|
||||
Primary solution summary: L2-norm : 0.011358
|
||||
Max X-displacement : 0.019332 node 5
|
||||
@ -108,8 +108,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.487485 (f,u)+(t,u) = 0.237641364
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 27.7981
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 15.244 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 9.18663 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 11.0723
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 8.69469 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 10.6488
|
||||
step=8 time=8
|
||||
Primary solution summary: L2-norm : 0.0129612
|
||||
Max X-displacement : 0.0220962 node 5
|
||||
@ -119,8 +119,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.556262 (f,u)+(t,u) = 0.3094269683
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 31.7424
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 17.409 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 10.363 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 12.5304
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 9.9176 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 12.1465
|
||||
step=9 time=9
|
||||
Primary solution summary: L2-norm : 0.0145601
|
||||
Max X-displacement : 0.0248612 node 15
|
||||
@ -130,8 +130,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.624848 (f,u)+(t,u) = 0.3904349331
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 35.6803
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 19.5709 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 11.5447 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 13.9915
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 11.1365 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 13.6394
|
||||
step=10 time=10
|
||||
Primary solution summary: L2-norm : 0.0161549
|
||||
Max X-displacement : 0.0276271 node 5
|
||||
@ -141,8 +141,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.693251 (f,u)+(t,u) = 0.4805975322
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 39.6118
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 21.7296 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 12.7292 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 15.4538
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 12.3517 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 15.1277
|
||||
step=11 time=11
|
||||
Primary solution summary: L2-norm : 0.0177457
|
||||
Max X-displacement : 0.030394 node 5
|
||||
@ -152,8 +152,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.76148 (f,u)+(t,u) = 0.5798510386
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 43.537
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 23.8852 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 13.9153 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 16.9161
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 13.5634 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 16.6117
|
||||
step=12 time=12
|
||||
Primary solution summary: L2-norm : 0.0193327
|
||||
Max X-displacement : 0.0331619 node 5
|
||||
@ -163,8 +163,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.829539 (f,u)+(t,u) = 0.6881355279
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 47.456
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 26.0376 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 15.1019 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 18.3776
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 14.7718 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 18.0917
|
||||
step=13 time=13
|
||||
Primary solution summary: L2-norm : 0.0209159
|
||||
Max X-displacement : 0.0359307 node 5
|
||||
@ -174,8 +174,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.897438 (f,u)+(t,u) = 0.8053946907
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 51.3689
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 28.1868 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 16.2884 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 19.8379
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 15.9772 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 19.568
|
||||
step=14 time=14
|
||||
Primary solution summary: L2-norm : 0.0224954
|
||||
Max X-displacement : 0.0387006 node 5
|
||||
@ -185,8 +185,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.965182 (f,u)+(t,u) = 0.9315756568
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 55.2757
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 30.3329 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 17.4745 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 21.2968
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 17.1797 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 21.0408
|
||||
step=15 time=15
|
||||
Primary solution summary: L2-norm : 0.0240715
|
||||
Max X-displacement : 0.0414715 node 5
|
||||
@ -196,8 +196,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.03278 (f,u)+(t,u) = 1.066628829
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 59.1765
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 32.4759 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 18.66 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 22.7541
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 18.3797 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 22.5104
|
||||
step=16 time=16
|
||||
Primary solution summary: L2-norm : 0.0256442
|
||||
Max X-displacement : 0.0442434 node 5
|
||||
@ -207,8 +207,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.10023 (f,u)+(t,u) = 1.210507726
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 63.0713
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 34.6156 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 19.8446 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 24.2099
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 19.5772 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 23.9771
|
||||
step=17 time=17
|
||||
Primary solution summary: L2-norm : 0.0272136
|
||||
Max X-displacement : 0.0470163 node 5
|
||||
@ -218,8 +218,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.16755 (f,u)+(t,u) = 1.363168834
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 66.9602
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 36.7522 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 21.0284 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 25.664
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 20.7725 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 25.441
|
||||
step=18 time=18
|
||||
Primary solution summary: L2-norm : 0.0287797
|
||||
Max X-displacement : 0.0497902 node 5
|
||||
@ -229,8 +229,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.23474 (f,u)+(t,u) = 1.524571467
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 70.8433
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 38.8856 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 22.2112 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 27.1166
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 21.9658 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 26.9025
|
||||
step=19 time=19
|
||||
Primary solution summary: L2-norm : 0.0303427
|
||||
Max X-displacement : 0.0525651 node 5
|
||||
@ -240,8 +240,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.3018 (f,u)+(t,u) = 1.694677636
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 74.7205
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 41.0158 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 23.3932 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 28.5678
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 23.1572 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 28.3617
|
||||
step=20 time=20
|
||||
Primary solution summary: L2-norm : 0.0319027
|
||||
Max X-displacement : 0.0553408 node 5
|
||||
@ -251,8 +251,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.36874 (f,u)+(t,u) = 1.873451922
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 78.5919
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 43.1428 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 24.5743 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 30.0177
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 24.347 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 29.8189
|
||||
step=21 time=21
|
||||
Primary solution summary: L2-norm : 0.0334597
|
||||
Max X-displacement : 0.0581174 node 5
|
||||
@ -262,8 +262,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.43557 (f,u)+(t,u) = 2.060861361
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 82.4575
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 45.2666 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 25.7547 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 31.4663
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 25.5353 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 31.2743
|
||||
step=22 time=22
|
||||
Primary solution summary: L2-norm : 0.0350137
|
||||
Max X-displacement : 0.0608948 node 5
|
||||
@ -273,8 +273,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.50229 (f,u)+(t,u) = 2.256875332
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 86.3174
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 47.3871 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 26.9344 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 32.9138
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 26.7223 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 32.728
|
||||
step=23 time=23
|
||||
Primary solution summary: L2-norm : 0.0365649
|
||||
Max X-displacement : 0.0636729 node 5
|
||||
@ -284,8 +284,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.56891 (f,u)+(t,u) = 2.46146545
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 90.1717
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 49.5044 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 28.1135 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 34.3604
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 27.9082 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 34.1804
|
||||
step=24 time=24
|
||||
Primary solution summary: L2-norm : 0.0381133
|
||||
Max X-displacement : 0.0664518 node 5
|
||||
@ -295,8 +295,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.63542 (f,u)+(t,u) = 2.674605475
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 94.0202
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 51.6185 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 29.2921 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 35.8063
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 29.0931 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 35.6316
|
||||
step=25 time=25
|
||||
Primary solution summary: L2-norm : 0.0396589
|
||||
Max X-displacement : 0.0692312 node 5
|
||||
@ -306,8 +306,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.70184 (f,u)+(t,u) = 2.896271208
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 97.8631
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 53.7292 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 30.4703 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 37.2514
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 30.2772 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 37.0818
|
||||
step=26 time=26
|
||||
Primary solution summary: L2-norm : 0.0412018
|
||||
Max X-displacement : 0.0720111 node 5
|
||||
@ -317,8 +317,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.76817 (f,u)+(t,u) = 3.126440415
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 101.7
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 55.8367 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 31.6482 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 38.6961
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 31.4606 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 38.5312
|
||||
step=27 time=27
|
||||
Primary solution summary: L2-norm : 0.0427419
|
||||
Max X-displacement : 0.0747914 node 5
|
||||
@ -328,8 +328,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.83442 (f,u)+(t,u) = 3.365092736
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 105.532
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 57.9409 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 32.8259 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 40.1404
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 32.6436 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 39.98
|
||||
step=28 time=28
|
||||
Primary solution summary: L2-norm : 0.0442794
|
||||
Max X-displacement : 0.077572 node 5
|
||||
@ -339,8 +339,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.90058 (f,u)+(t,u) = 3.612209613
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 109.358
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 60.0417 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 34.0036 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 41.5846
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 33.8261 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 41.4284
|
||||
step=29 time=29
|
||||
Primary solution summary: L2-norm : 0.0458142
|
||||
Max X-displacement : 0.0803529 node 5
|
||||
@ -350,8 +350,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.96667 (f,u)+(t,u) = 3.867774216
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 113.179
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 62.1393 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 35.1813 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 43.0287
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 35.0085 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 42.8764
|
||||
step=30 time=30
|
||||
Primary solution summary: L2-norm : 0.0473464
|
||||
Max X-displacement : 0.0831338 node 5
|
||||
@ -361,8 +361,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.03268 (f,u)+(t,u) = 4.131771375
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 116.994
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 64.2334 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 36.3592 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 44.4729
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 36.1907 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 44.3244
|
||||
step=31 time=31
|
||||
Primary solution summary: L2-norm : 0.048876
|
||||
Max X-displacement : 0.0859147 node 5
|
||||
@ -372,8 +372,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.09862 (f,u)+(t,u) = 4.404187518
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 120.803
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 66.3242 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 37.5374 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 45.9174
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 37.373 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 45.7725
|
||||
step=32 time=32
|
||||
Primary solution summary: L2-norm : 0.0504029
|
||||
Max X-displacement : 0.0886955 node 5
|
||||
@ -383,8 +383,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.16449 (f,u)+(t,u) = 4.685010611
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 124.607
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 68.4116 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 38.716 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 47.3623
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 38.5556 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 47.2207
|
||||
step=33 time=33
|
||||
Primary solution summary: L2-norm : 0.0519273
|
||||
Max X-displacement : 0.091476 node 5
|
||||
@ -394,8 +394,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.2303 (f,u)+(t,u) = 4.974230108
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 128.406
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 70.4957 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 39.8951 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 48.8078
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 39.7384 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 48.6694
|
||||
step=34 time=34
|
||||
Primary solution summary: L2-norm : 0.053449
|
||||
Max X-displacement : 0.0942561 node 5
|
||||
@ -405,8 +405,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.29605 (f,u)+(t,u) = 5.271836897
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 132.199
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 72.5763 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 41.0748 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 50.2539
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 40.9217 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 50.1187
|
||||
step=35 time=35
|
||||
Primary solution summary: L2-norm : 0.0549681
|
||||
Max X-displacement : 0.0970357 node 5
|
||||
@ -416,8 +416,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.36174 (f,u)+(t,u) = 5.577823256
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 135.986
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 74.6534 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 42.2553 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 51.7009
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 42.1056 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 51.5687
|
||||
step=36 time=36
|
||||
Primary solution summary: L2-norm : 0.0564845
|
||||
Max X-displacement : 0.0998145 node 5
|
||||
@ -427,8 +427,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.42738 (f,u)+(t,u) = 5.892182818
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 139.768
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 76.7271 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 43.4366 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 53.1489
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 43.2902 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 53.0195
|
||||
step=37 time=37
|
||||
Primary solution summary: L2-norm : 0.0579983
|
||||
Max X-displacement : 0.102593 node 5
|
||||
@ -438,8 +438,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.49297 (f,u)+(t,u) = 6.214910527
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 143.545
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 78.7973 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 44.6189 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 54.598
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 44.4757 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 54.4713
|
||||
step=38 time=38
|
||||
Primary solution summary: L2-norm : 0.0595094
|
||||
Max X-displacement : 0.10537 node 5
|
||||
@ -449,8 +449,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.55852 (f,u)+(t,u) = 6.546002614
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 147.316
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 80.8641 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 45.8022 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 56.0484
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 45.662 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 55.9244
|
||||
step=39 time=39
|
||||
Primary solution summary: L2-norm : 0.0610179
|
||||
Max X-displacement : 0.108146 node 5
|
||||
@ -460,8 +460,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.62402 (f,u)+(t,u) = 6.885456569
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 151.082
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 82.9273 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 46.9868 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 57.5002
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 46.8495 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 57.3787
|
||||
step=40 time=40
|
||||
Primary solution summary: L2-norm : 0.0625236
|
||||
Max X-displacement : 0.11092 node 5
|
||||
@ -471,8 +471,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.68947 (f,u)+(t,u) = 7.233271122
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 154.842
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 84.987 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 48.1726 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 58.9536
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 48.0381 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 58.8345
|
||||
step=41 time=41
|
||||
Primary solution summary: L2-norm : 0.0640265
|
||||
Max X-displacement : 0.113693 node 5
|
||||
@ -482,8 +482,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.75489 (f,u)+(t,u) = 7.589446225
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 158.597
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 87.0431 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 49.3599 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 60.4086
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 49.2281 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 60.2918
|
||||
step=42 time=42
|
||||
Primary solution summary: L2-norm : 0.0655266
|
||||
Max X-displacement : 0.116465 node 5
|
||||
@ -493,8 +493,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.82028 (f,u)+(t,u) = 7.953983051
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 162.346
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 89.0957 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 50.5486 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 61.8654
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 50.4194 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 61.7509
|
||||
step=43 time=43
|
||||
Primary solution summary: L2-norm : 0.067024
|
||||
Max X-displacement : 0.119234 node 5
|
||||
@ -504,8 +504,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.88563 (f,u)+(t,u) = 8.326883986
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 166.09
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 91.1447 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 51.739 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 63.3242
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 51.6123 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 63.2119
|
||||
step=44 time=44
|
||||
Primary solution summary: L2-norm : 0.0685184
|
||||
Max X-displacement : 0.122002 node 5
|
||||
@ -515,8 +515,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.95096 (f,u)+(t,u) = 8.70815264
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 169.829
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 93.1901 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 52.9311 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 64.7851
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 52.8069 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 64.6749
|
||||
step=45 time=45
|
||||
Primary solution summary: L2-norm : 0.0700099
|
||||
Max X-displacement : 0.124767 node 5
|
||||
@ -526,8 +526,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.01625 (f,u)+(t,u) = 9.097793862
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 173.562
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 95.2319 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 54.125 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 66.2481
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 54.0031 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 66.1401
|
||||
step=46 time=46
|
||||
Primary solution summary: L2-norm : 0.0714984
|
||||
Max X-displacement : 0.127531 node 5
|
||||
@ -537,8 +537,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.08153 (f,u)+(t,u) = 9.495813767
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 177.289
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 97.27 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 55.3208 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 67.7135
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 55.2013 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 67.6075
|
||||
step=47 time=47
|
||||
Primary solution summary: L2-norm : 0.072984
|
||||
Max X-displacement : 0.130291 node 5
|
||||
@ -548,8 +548,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.14678 (f,u)+(t,u) = 9.902219775
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 181.012
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 99.3046 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 56.5187 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 69.1814
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 56.4014 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 69.0773
|
||||
step=48 time=48
|
||||
Primary solution summary: L2-norm : 0.0744664
|
||||
Max X-displacement : 0.133049 node 5
|
||||
@ -559,8 +559,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.21201 (f,u)+(t,u) = 10.31702067
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 184.729
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 101.335 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 57.7188 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 70.6519
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 57.6036 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 70.5497
|
||||
step=49 time=49
|
||||
Primary solution summary: L2-norm : 0.0759458
|
||||
Max X-displacement : 0.135805 node 5
|
||||
@ -570,8 +570,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.27723 (f,u)+(t,u) = 10.74022668
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 188.441
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 103.363 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 58.9211 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 72.1252
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 58.808 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 72.0248
|
||||
step=50 time=50
|
||||
Primary solution summary: L2-norm : 0.0774219
|
||||
Max X-displacement : 0.138557 node 5
|
||||
@ -581,8 +581,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.34243 (f,u)+(t,u) = 11.17184957
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 192.147
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 105.386 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 60.1258 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 73.6014
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 60.0148 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 73.5028
|
||||
step=51 time=51
|
||||
Primary solution summary: L2-norm : 0.0788949
|
||||
Max X-displacement : 0.141306 node 5
|
||||
@ -592,8 +592,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.40762 (f,u)+(t,u) = 11.61190283
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 195.848
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 107.406 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 61.333 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 75.0805
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 61.2239 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 74.9837
|
||||
step=52 time=52
|
||||
Primary solution summary: L2-norm : 0.0803645
|
||||
Max X-displacement : 0.144052 node 5
|
||||
@ -603,8 +603,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.47281 (f,u)+(t,u) = 12.06040186
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 199.544
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 109.422 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 62.5428 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 76.5629
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 62.4357 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 76.4678
|
||||
step=53 time=53
|
||||
Primary solution summary: L2-norm : 0.0818309
|
||||
Max X-displacement : 0.146794 node 5
|
||||
@ -614,8 +614,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.53799 (f,u)+(t,u) = 12.51736432
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 203.235
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 111.435 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 63.7553 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 78.0486
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 63.6501 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 77.9552
|
||||
step=54 time=54
|
||||
Primary solution summary: L2-norm : 0.083294
|
||||
Max X-displacement : 0.149533 node 5
|
||||
@ -625,8 +625,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.60317 (f,u)+(t,u) = 12.98281069
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 206.92
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 113.443 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 64.9708 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 79.5378
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 64.8674 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 79.446
|
||||
step=55 time=55
|
||||
Primary solution summary: L2-norm : 0.0847538
|
||||
Max X-displacement : 0.152269 node 5
|
||||
@ -636,8 +636,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.66835 (f,u)+(t,u) = 13.45676508
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 210.601
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 115.449 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 66.1892 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 81.0308
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 66.0877 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 80.9405
|
||||
step=56 time=56
|
||||
Primary solution summary: L2-norm : 0.0862104
|
||||
Max X-displacement : 0.155001 node 5
|
||||
@ -647,8 +647,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.73353 (f,u)+(t,u) = 13.9392569
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 214.276
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 117.45 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 67.4109 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 82.5276
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 67.3111 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 82.4389
|
||||
step=57 time=57
|
||||
Primary solution summary: L2-norm : 0.087664
|
||||
Max X-displacement : 0.157731 node 5
|
||||
@ -658,8 +658,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.79873 (f,u)+(t,u) = 14.43032393
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 217.947
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 119.448 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 68.636 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 84.0286
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 68.5379 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 83.9414
|
||||
step=58 time=58
|
||||
Primary solution summary: L2-norm : 0.0891148
|
||||
Max X-displacement : 0.160457 node 5
|
||||
@ -669,8 +669,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.86394 (f,u)+(t,u) = 14.93001899
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 221.613
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 121.443 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 69.8649 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 85.5342
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 69.7684 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 85.4485
|
||||
step=59 time=59
|
||||
Primary solution summary: L2-norm : 0.0905636
|
||||
Max X-displacement : 0.163183 node 5
|
||||
@ -680,8 +680,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.92918 (f,u)+(t,u) = 15.43842576
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 225.276
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 123.434 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 71.0979 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 87.0449
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 71.0031 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 86.9607
|
||||
step=60 time=60
|
||||
Primary solution summary: L2-norm : 0.0920118
|
||||
Max X-displacement : 0.16591 node 5
|
||||
@ -691,8 +691,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 3.99446 (f,u)+(t,u) = 15.95570149
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 228.935
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 125.422 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 72.3361 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 88.5619
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 72.2429 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 88.4791
|
||||
step=61 time=61
|
||||
Primary solution summary: L2-norm : 0.0934622
|
||||
Max X-displacement : 0.168645 node 5
|
||||
@ -702,8 +702,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 4.05983 (f,u)+(t,u) = 16.48221193
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 232.593
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 127.408 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 73.5814 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 90.0876
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 73.4898 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 90.0062
|
||||
step=62 time=62
|
||||
Primary solution summary: L2-norm : 0.0949222
|
||||
Max X-displacement : 0.1714 node 5
|
||||
@ -713,8 +713,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 4.12542 (f,u)+(t,u) = 17.01905023
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 236.254
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 129.394 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 74.8396 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 91.6291
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 74.7496 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 91.5491
|
||||
step=63 time=63
|
||||
Primary solution summary: L2-norm : 0.0964112
|
||||
Max X-displacement : 0.174216 node 5
|
||||
@ -724,8 +724,8 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 4.19173 (f,u)+(t,u) = 17.57058695
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 239.933
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 131.384 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 76.1329 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 93.2136
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 76.0445 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 93.1351
|
||||
step=64 time=64
|
||||
Primary solution summary: L2-norm : 0.0980007
|
||||
Max X-displacement : 0.177252 node 5
|
||||
@ -735,6 +735,6 @@ Number of unknowns 377
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 4.26203 (f,u)+(t,u) = 18.16489655
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 243.701
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 133.395 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 77.5973 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 95.0078
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 77.5109 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 94.931
|
||||
step=65 time=65
|
||||
|
||||
@ -1,4 +1,4 @@
|
||||
FBlock-h9x5-Q2Q1.inp -2Dpstrain -mixed -nGauss 3 -lagrange
|
||||
FBlock-h9x5-Q2Q1.inp -2D -mixed -nGauss 3 -lagrange
|
||||
|
||||
Input file: FBlock-h9x5-Q2Q1.inp
|
||||
Equation solver: 2
|
||||
@ -44,8 +44,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.0721893 (f,u)+(t,u) = 0.005211294974
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 3.99563
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 2.18295 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 2.9035 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 3.06895
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 1.29201 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 1.58239
|
||||
step=2 time=2
|
||||
Primary solution summary: L2-norm : 0.00327561
|
||||
Max X-displacement : 0.00551929 node 5
|
||||
@ -55,8 +55,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.144337 (f,u)+(t,u) = 0.02083315296
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 7.98301
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 4.36102 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 3.74412 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 4.19156
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 2.58319 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 3.16375
|
||||
step=3 time=3
|
||||
Primary solution summary: L2-norm : 0.00490777
|
||||
Max X-displacement : 0.00827938 node 5
|
||||
@ -66,8 +66,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.216485 (f,u)+(t,u) = 0.04686573163
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.962
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 6.53389 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 4.77544 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 5.52984
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 3.87472 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 4.74554
|
||||
step=4 time=4
|
||||
Primary solution summary: L2-norm : 0.00653691
|
||||
Max X-displacement : 0.0110398 node 15
|
||||
@ -77,8 +77,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.288684 (f,u)+(t,u) = 0.08333817153
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 15.9322
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 8.70111 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.90598 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 6.96791
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.16804 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 6.32953
|
||||
step=5 time=5
|
||||
Primary solution summary: L2-norm : 0.00816371
|
||||
Max X-displacement : 0.0138005 node 15
|
||||
@ -88,8 +88,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.360994 (f,u)+(t,u) = 0.1303167663
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 19.8935
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 10.8621 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.09283 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 8.45987
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.46491 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 7.91787
|
||||
step=6 time=6
|
||||
Primary solution summary: L2-norm : 0.00978903
|
||||
Max X-displacement : 0.0165616 node 15
|
||||
@ -99,8 +99,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.433494 (f,u)+(t,u) = 0.1879169601
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 23.8452
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 13.0161 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 8.3164 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 9.98692
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.76758 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 9.51331
|
||||
step=7 time=7
|
||||
Primary solution summary: L2-norm : 0.0114139
|
||||
Max X-displacement : 0.0193231 node 5
|
||||
@ -110,8 +110,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.506281 (f,u)+(t,u) = 0.2563209378
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 27.7867
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 15.1622 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 9.56811 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 11.5418
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 9.07895 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 11.1194
|
||||
step=8 time=8
|
||||
Primary solution summary: L2-norm : 0.0130398
|
||||
Max X-displacement : 0.022085 node 5
|
||||
@ -121,8 +121,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.579485 (f,u)+(t,u) = 0.3358031425
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 31.7171
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 17.2989 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 10.8452 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 13.1234
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 10.4028 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 12.7408
|
||||
step=9 time=9
|
||||
Primary solution summary: L2-norm : 0.0146686
|
||||
Max X-displacement : 0.0248476 node 15
|
||||
@ -132,8 +132,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.653273 (f,u)+(t,u) = 0.4267662192
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 35.635
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 19.4244 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 12.1489 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 14.7341
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 11.7443 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 14.3838
|
||||
step=10 time=10
|
||||
Primary solution summary: L2-norm : 0.0163025
|
||||
Max X-displacement : 0.0276112 node 5
|
||||
@ -143,8 +143,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.727866 (f,u)+(t,u) = 0.5297882945
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 39.5386
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 21.5362 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 13.4831 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 16.3801
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 13.1101 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 16.0565
|
||||
step=11 time=11
|
||||
Primary solution summary: L2-norm : 0.0179446
|
||||
Max X-displacement : 0.0303766 node 15
|
||||
@ -154,8 +154,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.80354 (f,u)+(t,u) = 0.6456760529
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 43.4257
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 23.6311 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 14.8549 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 18.0703
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 14.5087 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 17.7695
|
||||
step=12 time=12
|
||||
Primary solution summary: L2-norm : 0.0195983
|
||||
Max X-displacement : 0.0334686 node 203
|
||||
@ -165,8 +165,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.880626 (f,u)+(t,u) = 0.7755019232
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 47.2934
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 25.7051 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 16.2731 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 19.816
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 15.9504 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 19.5352
|
||||
step=13 time=13
|
||||
Primary solution summary: L2-norm : 0.0212668
|
||||
Max X-displacement : 0.0386784 node 203
|
||||
@ -176,8 +176,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 0.959467 (f,u)+(t,u) = 0.9205774315
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 51.1386
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 27.7537 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 17.7476 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 21.6297
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 17.4458 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 21.3666
|
||||
step=14 time=14
|
||||
Primary solution summary: L2-norm : 0.0229521
|
||||
Max X-displacement : 0.0443377 node 203
|
||||
@ -187,8 +187,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.04034 (f,u)+(t,u) = 1.08230132
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 54.9585
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 29.7731 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 19.2861 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 23.521
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 19.0031 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 23.2739
|
||||
step=15 time=15
|
||||
Primary solution summary: L2-norm : 0.0246538
|
||||
Max X-displacement : 0.050305 node 203
|
||||
@ -198,8 +198,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.12333 (f,u)+(t,u) = 1.261875827
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 58.7521
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 31.7617 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 20.8909 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 25.4928
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 20.625 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 25.2603
|
||||
step=16 time=16
|
||||
Primary solution summary: L2-norm : 0.0263684
|
||||
Max X-displacement : 0.0564012 node 203
|
||||
@ -209,8 +209,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.20831 (f,u)+(t,u) = 1.460018437
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 62.5206
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 33.7207 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 22.5567 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 27.5388
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 22.3065 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 27.3197
|
||||
step=17 time=17
|
||||
Primary solution summary: L2-norm : 0.0280901
|
||||
Max X-displacement : 0.0624652 node 203
|
||||
@ -220,8 +220,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.29494 (f,u)+(t,u) = 1.676862309
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 66.2671
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 35.6538 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 24.2726 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 29.6455
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 24.0366 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 29.4387
|
||||
step=18 time=18
|
||||
Primary solution summary: L2-norm : 0.029813
|
||||
Max X-displacement : 0.0683938 node 203
|
||||
@ -231,8 +231,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.38279 (f,u)+(t,u) = 1.912097182
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 69.9954
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 37.566 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 26.0251 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 31.7966
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 25.802 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 31.6008
|
||||
step=19 time=19
|
||||
Primary solution summary: L2-norm : 0.0315321
|
||||
Max X-displacement : 0.074145 node 203
|
||||
@ -242,8 +242,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.47147 (f,u)+(t,u) = 2.165213005
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 73.709
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 39.4621 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 27.8022 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 33.9774
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 27.5908 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 33.7917
|
||||
step=20 time=20
|
||||
Primary solution summary: L2-norm : 0.033244
|
||||
Max X-displacement : 0.0797205 node 203
|
||||
@ -253,8 +253,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.56067 (f,u)+(t,u) = 2.435694719
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 77.4105
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 41.3456 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 29.5951 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 36.177
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 29.3943 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 36.0005
|
||||
step=21 time=21
|
||||
Primary solution summary: L2-norm : 0.0349464
|
||||
Max X-displacement : 0.0851453 node 203
|
||||
@ -264,8 +264,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.65019 (f,u)+(t,u) = 2.723122956
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 81.1016
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 43.2189 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 31.3978 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 38.3884
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 31.2066 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 38.2201
|
||||
step=22 time=22
|
||||
Primary solution summary: L2-norm : 0.0366385
|
||||
Max X-displacement : 0.0904552 node 203
|
||||
@ -275,8 +275,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.73989 (f,u)+(t,u) = 3.027209138
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 84.7834
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 45.0836 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 33.2072 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 40.6075
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 33.0247 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 40.4469
|
||||
step=23 time=23
|
||||
Primary solution summary: L2-norm : 0.03832
|
||||
Max X-displacement : 0.0956904 node 203
|
||||
@ -286,8 +286,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.8297 (f,u)+(t,u) = 3.347804151
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 88.4563
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 46.9402 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 35.0219 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 42.833
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 34.8475 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 42.6793
|
||||
step=24 time=24
|
||||
Primary solution summary: L2-norm : 0.0399912
|
||||
Max X-displacement : 0.100894 node 203
|
||||
@ -297,8 +297,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 1.91961 (f,u)+(t,u) = 3.684906526
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 92.1207
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 48.7891 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 36.8425 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 45.0653
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 36.6755 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 44.9181
|
||||
step=25 time=25
|
||||
Primary solution summary: L2-norm : 0.0416528
|
||||
Max X-displacement : 0.106115 node 203
|
||||
@ -308,8 +308,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.00965 (f,u)+(t,u) = 4.038685423
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 95.7772
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 50.6301 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 38.6705 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 47.3067
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 38.5104 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 47.1654
|
||||
step=26 time=26
|
||||
Primary solution summary: L2-norm : 0.043306
|
||||
Max X-displacement : 0.111409 node 203
|
||||
@ -319,8 +319,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.09989 (f,u)+(t,u) = 4.409532376
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 99.4262
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 52.4626 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 40.5094 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 49.5611
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 40.3557 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 49.4254
|
||||
step=27 time=27
|
||||
Primary solution summary: L2-norm : 0.0449524
|
||||
Max X-displacement : 0.11685 node 203
|
||||
@ -330,8 +330,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.19047 (f,u)+(t,u) = 4.798165745
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 103.069
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 54.2858 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 42.3646 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 51.8354
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 42.217 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 51.7051
|
||||
step=28 time=28
|
||||
Primary solution summary: L2-norm : 0.0465946
|
||||
Max X-displacement : 0.122544 node 203
|
||||
@ -341,8 +341,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.28163 (f,u)+(t,u) = 5.205843502
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 106.706
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 56.0982 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 44.2451 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 54.1406
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 44.1034 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 54.0154
|
||||
step=29 time=29
|
||||
Primary solution summary: L2-norm : 0.0482367
|
||||
Max X-displacement : 0.128658 node 203
|
||||
@ -352,8 +352,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.37378 (f,u)+(t,u) = 5.634836657
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 110.341
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 57.8975 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 46.1664 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 56.4957
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 46.0305 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 56.3756
|
||||
step=30 time=30
|
||||
Primary solution summary: L2-norm : 0.0498864
|
||||
Max X-displacement : 0.1355 node 203
|
||||
@ -363,8 +363,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.46773 (f,u)+(t,u) = 6.089675887
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 113.981
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 59.6792 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 48.159 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 58.9381
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 48.0289 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 58.8231
|
||||
step=31 time=31
|
||||
Primary solution summary: L2-norm : 0.0515628
|
||||
Max X-displacement : 0.143813 node 203
|
||||
@ -374,8 +374,8 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.56547 (f,u)+(t,u) = 6.581627107
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 117.641
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 61.4328 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 50.299 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 61.561
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 50.175 (s^d = sigma^h - p^h\*I)
|
||||
Stress norm, von Mises: vm(sigma^h) : 61.4516
|
||||
step=32 time=32
|
||||
Primary solution summary: L2-norm : 0.0533651
|
||||
Max X-displacement : 0.157218 node 203
|
||||
@ -385,6 +385,6 @@ Number of unknowns 497
|
||||
External energy: ((f,u^h)+(t,u^h))^0.5 : 2.67699 (f,u)+(t,u) = 7.166287043
|
||||
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 121.416
|
||||
Pressure norm, L2: (p^h,p^h)^0.5 : 63.1084 (p^h = trace(sigma^h)/3)
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 52.9715 (s^d = sigma^h - p^h\*I)
|
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Stress norm, von Mises: vm(sigma^h) : 64.8369
|
||||
Deviatoric stress norm: (s^d,s^d)^0.5 : 52.8559 (s^d = sigma^h - p^h\*I)
|
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Stress norm, von Mises: vm(sigma^h) : 64.735
|
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step=33 time=33
|
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