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IFEM/Apps/FiniteDefElasticity/Test/Necking-Q2P1.reg
kmo 1a093c5b25 Regression test adjustments 
git-svn-id: http://svn.sintef.no/trondheim/IFEM/trunk@1115 e10b68d5-8a6e-419e-a041-bce267b0401d
2015-07-10 22:00:52 +02:00

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Reg
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Necking-Q2P1.inp -2D -MX 1 -nGauss 3 -outPrec 6
Input file: Necking-Q2P1.inp
Equation solver: 2
Number of Gauss points: 3
Reading input file Necking-Q2P1.inp
Reading data file strip2D.g2
Reading patch 1
Reading patch 2
Number of order raise: 2
Raising order of P1 1 1
Raising order of P2 1 1
Number of patch refinements: 2
Refining P1 4 4
Refining P2 4 4
Number of patch connections: 1
Connecting P2 E3 to P1 E4 reversed? 0
Number of constraints: 4
Constraining P1 E1 in direction(s) 1
Constraining P2 E1 in direction(s) 1
Constraining P1 E3 in direction(s) 2
Constraining P2 E4 in direction(s) 2 code = 1002 1 \* 1\*t
Number of plastic materials: 1
Material code 0: 206.9 0.29 0 0 0.12924 0 1 0.45 0.715 16.93 1
Number of result points: 2
Point 1: P1 xi = 1 0
Point 2: P2 xi = 0 1
Reading input file succeeded.
Problem definition:
NonlinearElasticityULMX: Mixed formulation, discontinuous pressure, p=1
NonlinearElasticityUL: Updated Lagrangian formulation
Elasticity: 2D, gravity = 0 0
PlasticMaterial: pMAT = 206.9 0.29 0 0 164.206 80.1938 0.12924 0 1 0.45 0.715 16.93 1
Renumbered 42 nodes
Resolving Dirichlet boundary conditions
Result point #1: patch #1 (u,v)=(1,0), node #7, X = 6.29757 0 0
Result point #2: patch #2 (u,v)=(0,1), node #43, X = 0 26.667 0
>>> SAM model summary <<<
Number of elements 50
Number of nodes 91
Number of dofs 182
Number of constraints 7
Number of unknowns 155
step=1 time=0.05
Primary solution summary: L2-norm : 0.0179808
Max X-displacement : 0.00491455 node 49
Max Y-displacement : 0.05 node 85
Total reaction forces: Sum(R) = -1.10906e-08 0
displacement\*reactions: (R,u) = -0.134839
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.25953 a(u^h,u^h) = 0.06735585341
External energy: ((f,u^h)+(t,u^h))^0.5 : -0.259653 (f,u)+(t,u) = 0.06741949732
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 5.74594
Pressure norm, L2: (p^h,p^h)^0.5 : 2.37299 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 4.01531 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 4.91773
Node #7: sol1 = -4.789559e-03 0.000000e+00
sol2 = 6.789873e-03 4.544007e-01 1.337453e-01 -9.779539e-04 3.995615e-01
reac = 0.000000e+00 1.864097e-01
Node #85: sol1 = 0.000000e+00 5.000000e-02
sol2 = -3.761950e-04 4.212663e-01 1.220581e-01 0.000000e+00 3.756981e-01
reac = -4.754075e-04 -1.799666e-01
step=2 time=0.1
Primary solution summary: L2-norm : 0.0368825
Max X-displacement : 0.0160064 node 56
Max Y-displacement : 0.1 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -0.332625
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.466863 a(u^h,u^h) = 0.217960612
External energy: ((f,u^h)+(t,u^h))^0.5 : -0.4669 (f,u)+(t,u) = 0.2179953514
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 7.28943
Pressure norm, L2: (p^h,p^h)^0.5 : 3.132 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 4.86904 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 5.96333
Node #7: sol1 = -1.579185e-02 0.000000e+00
sol2 = 1.089145e-02 5.411839e-01 2.249857e-01 2.078689e-03 4.620896e-01
reac = 0.000000e+00 2.243787e-01
Node #85: sol1 = 0.000000e+00 1.000000e-01
sol2 = 3.051285e-04 5.209695e-01 1.939995e-01 0.000000e+00 4.558060e-01
reac = -9.017822e-04 -2.218077e-01
step=3 time=0.15
Primary solution summary: L2-norm : 0.0555775
Max X-displacement : 0.0277982 node 56
Max Y-displacement : 0.15 node 85
Total reaction forces: Sum(R) = 1.81767e-08 0
displacement\*reactions: (R,u) = -0.511455
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.621598 a(u^h,u^h) = 0.3863838447
External energy: ((f,u^h)+(t,u^h))^0.5 : -0.621606 (f,u)+(t,u) = 0.386394193
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 7.63545
Pressure norm, L2: (p^h,p^h)^0.5 : 3.34893 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 4.96529 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 6.08121
Node #7: sol1 = -2.749900e-02 0.000000e+00
sol2 = 1.406206e-02 5.594808e-01 2.605683e-01 2.228185e-03 4.730885e-01
reac = 0.000000e+00 2.300941e-01
Node #85: sol1 = 0.000000e+00 1.500000e-01
sol2 = 7.884123e-04 5.353969e-01 2.308867e-01 0.000000e+00 4.644771e-01
reac = -8.490363e-04 -2.273673e-01
step=4 time=0.2
Primary solution summary: L2-norm : 0.074207
Max X-displacement : 0.0395252 node 42
Max Y-displacement : 0.2 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -0.694979
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.747345 a(u^h,u^h) = 0.558523966
External energy: ((f,u^h)+(t,u^h))^0.5 : -0.747335 (f,u)+(t,u) = 0.5585089942
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 7.88158
Pressure norm, L2: (p^h,p^h)^0.5 : 3.48909 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.05946 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 6.19655
Node #7: sol1 = -3.916832e-02 0.000000e+00
sol2 = 1.701287e-02 5.747175e-01 2.812335e-01 2.276855e-03 4.832241e-01
reac = 0.000000e+00 2.346196e-01
Node #85: sol1 = 0.000000e+00 2.000000e-01
sol2 = 9.732966e-04 5.467441e-01 2.528153e-01 0.000000e+00 4.731196e-01
reac = -8.456311e-04 -2.317086e-01
step=5 time=0.25
Primary solution summary: L2-norm : 0.0928037
Max X-displacement : 0.0512048 node 42
Max Y-displacement : 0.25 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -0.883312
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.856594 a(u^h,u^h) = 0.7337529006
External energy: ((f,u^h)+(t,u^h))^0.5 : -0.85657 (f,u)+(t,u) = 0.7337124769
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 8.07583
Pressure norm, L2: (p^h,p^h)^0.5 : 3.59106 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.1509 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 6.30854
Node #7: sol1 = -5.079234e-02 0.000000e+00
sol2 = 1.994070e-02 5.888053e-01 2.953078e-01 2.263204e-03 4.927502e-01
reac = 0.000000e+00 2.386824e-01
Node #85: sol1 = 0.000000e+00 2.500000e-01
sol2 = 1.045563e-03 5.569571e-01 2.666493e-01 0.000000e+00 4.815919e-01
reac = -8.527814e-04 -2.355970e-01
step=6 time=0.3
Primary solution summary: L2-norm : 0.111393
Max X-displacement : 0.0628619 node 42
Max Y-displacement : 0.3 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -1.0764
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.954888 a(u^h,u^h) = 0.9118105956
External energy: ((f,u^h)+(t,u^h))^0.5 : -0.954853 (f,u)+(t,u) = 0.9117438552
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 8.24162
Pressure norm, L2: (p^h,p^h)^0.5 : 3.673 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.23942 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 6.41695
Node #7: sol1 = -6.239438e-02 0.000000e+00
sol2 = 2.288569e-02 6.022756e-01 3.062610e-01 2.226339e-03 5.018210e-01
reac = 0.000000e+00 2.424860e-01
Node #85: sol1 = 0.000000e+00 3.000000e-01
sol2 = 1.086720e-03 5.666135e-01 2.761439e-01 0.000000e+00 4.898212e-01
reac = -8.566493e-04 -2.392489e-01
step=7 time=0.35
Primary solution summary: L2-norm : 0.129982
Max X-displacement : 0.0745009 node 42
Max Y-displacement : 0.35 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -1.27405
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.04525 a(u^h,u^h) = 1.092542197
External energy: ((f,u^h)+(t,u^h))^0.5 : -1.0452 (f,u)+(t,u) = 1.092447423
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 8.39057
Pressure norm, L2: (p^h,p^h)^0.5 : 3.74372 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.32498 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 6.52175
Node #7: sol1 = -7.397887e-02 0.000000e+00
sol2 = 2.584081e-02 6.152760e-01 3.156202e-01 2.187162e-03 5.105038e-01
reac = 0.000000e+00 2.460922e-01
Node #85: sol1 = 0.000000e+00 3.500000e-01
sol2 = 1.117154e-03 5.758783e-01 2.832873e-01 0.000000e+00 4.977850e-01
reac = -8.568327e-04 -2.427266e-01
step=8 time=0.4
Primary solution summary: L2-norm : 0.148573
Max X-displacement : 0.086119 node 42
Max Y-displacement : 0.4 node 85
Total reaction forces: Sum(R) = 3.60502e-08 0
displacement\*reactions: (R,u) = -1.47598
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.12952 a(u^h,u^h) = 1.275824671
External energy: ((f,u^h)+(t,u^h))^0.5 : -1.12947 (f,u)+(t,u) = 1.275699523
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 8.52863
Pressure norm, L2: (p^h,p^h)^0.5 : 3.80767 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.40764 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 6.62298
Node #7: sol1 = -8.554370e-02 0.000000e+00
sol2 = 2.878634e-02 6.278472e-01 3.240914e-01 2.155406e-03 5.188326e-01
reac = 0.000000e+00 2.495242e-01
Node #85: sol1 = 0.000000e+00 4.000000e-01
sol2 = 1.139792e-03 5.848021e-01 2.891180e-01 0.000000e+00 5.054811e-01
reac = -8.553866e-04 -2.460508e-01
step=9 time=0.45
Primary solution summary: L2-norm : 0.167166
Max X-displacement : 0.0977133 node 42
Max Y-displacement : 0.45 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -1.68192
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.20894 a(u^h,u^h) = 1.461546656
External energy: ((f,u^h)+(t,u^h))^0.5 : -1.20888 (f,u)+(t,u) = 1.461388423
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 8.65892
Pressure norm, L2: (p^h,p^h)^0.5 : 3.86715 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.48747 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 6.72075
Node #7: sol1 = -9.708643e-02 0.000000e+00
sol2 = 3.170136e-02 6.400012e-01 3.320096e-01 2.134880e-03 5.268301e-01
reac = 0.000000e+00 2.527941e-01
Node #85: sol1 = 0.000000e+00 4.500000e-01
sol2 = 1.154243e-03 5.934056e-01 2.941797e-01 0.000000e+00 5.129141e-01
reac = -8.539123e-04 -2.492309e-01
step=10 time=0.5
Primary solution summary: L2-norm : 0.18576
Max X-displacement : 0.109282 node 42
Max Y-displacement : 0.5 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -1.8916
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.28437 a(u^h,u^h) = 1.649602884
External energy: ((f,u^h)+(t,u^h))^0.5 : -1.28429 (f,u)+(t,u) = 1.649408688
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 8.78311
Pressure norm, L2: (p^h,p^h)^0.5 : 3.92338 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.56456 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 6.81517
Node #7: sol1 = -1.086055e-01 0.000000e+00
sol2 = 3.456721e-02 6.517425e-01 3.395353e-01 2.126421e-03 5.345144e-01
reac = 0.000000e+00 2.559106e-01
Node #85: sol1 = 0.000000e+00 5.000000e-01
sol2 = 1.160134e-03 6.017022e-01 2.987606e-01 0.000000e+00 5.200915e-01
reac = -8.532773e-04 -2.522735e-01
step=11 time=0.55
Primary solution summary: L2-norm : 0.204355
Max X-displacement : 0.120823 node 42
Max Y-displacement : 0.55 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -2.10476
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.35643 a(u^h,u^h) = 1.839892577
External energy: ((f,u^h)+(t,u^h))^0.5 : -1.35634 (f,u)+(t,u) = 1.839659508
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 8.90218
Pressure norm, L2: (p^h,p^h)^0.5 : 3.97704 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.639 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 6.90634
Node #7: sol1 = -1.201004e-01 0.000000e+00
sol2 = 3.736835e-02 6.630747e-01 3.467459e-01 2.129460e-03 5.419013e-01
reac = 0.000000e+00 2.588809e-01
Node #85: sol1 = 0.000000e+00 5.500000e-01
sol2 = 1.157577e-03 6.097029e-01 3.030157e-01 0.000000e+00 5.270213e-01
reac = -8.538515e-04 -2.551839e-01
step=12 time=0.6
Primary solution summary: L2-norm : 0.222951
Max X-displacement : 0.132338 node 42
Max Y-displacement : 0.6 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -2.32113
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.42559 a(u^h,u^h) = 2.03231891
External energy: ((f,u^h)+(t,u^h))^0.5 : -1.4255 (f,u)+(t,u) = 2.03204412
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 9.0167
Pressure norm, L2: (p^h,p^h)^0.5 : 4.02851 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.71088 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 6.99437
Node #7: sol1 = -1.315709e-01 0.000000e+00
sol2 = 4.009224e-02 6.740023e-01 3.536790e-01 2.142837e-03 5.490051e-01
reac = 0.000000e+00 2.617114e-01
Node #85: sol1 = 0.000000e+00 6.000000e-01
sol2 = 1.147045e-03 6.174187e-01 3.070300e-01 0.000000e+00 5.337117e-01
reac = -8.557225e-04 -2.579673e-01
step=13 time=0.65
Primary solution summary: L2-norm : 0.241548
Max X-displacement : 0.143825 node 42
Max Y-displacement : 0.65 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -2.5405
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.49224 a(u^h,u^h) = 2.226788784
External energy: ((f,u^h)+(t,u^h))^0.5 : -1.49214 (f,u)+(t,u) = 2.226469538
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 9.12705
Pressure norm, L2: (p^h,p^h)^0.5 : 4.07804 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.7803 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 7.07939
Node #7: sol1 = -1.430173e-01 0.000000e+00
sol2 = 4.272898e-02 6.845306e-01 3.603529e-01 2.165217e-03 5.558388e-01
reac = 0.000000e+00 2.644084e-01
Node #85: sol1 = 0.000000e+00 6.500000e-01
sol2 = 1.129189e-03 6.248600e-01 3.108520e-01 0.000000e+00 5.401710e-01
reac = -8.588369e-04 -2.606286e-01
step=14 time=0.7
Primary solution summary: L2-norm : 0.260146
Max X-displacement : 0.155286 node 42
Max Y-displacement : 0.7 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -2.76263
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.55667 a(u^h,u^h) = 2.42321267
External energy: ((f,u^h)+(t,u^h))^0.5 : -1.55655 (f,u)+(t,u) = 2.422846376
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 9.23349
Pressure norm, L2: (p^h,p^h)^0.5 : 4.12577 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.84734 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 7.16149
Node #7: sol1 = -1.544402e-01 0.000000e+00
sol2 = 4.527093e-02 6.946663e-01 3.667771e-01 2.195281e-03 5.624148e-01
reac = 0.000000e+00 2.669774e-01
Node #85: sol1 = 0.000000e+00 7.000000e-01
sol2 = 1.104718e-03 6.320369e-01 3.145100e-01 0.000000e+00 5.464072e-01
reac = -8.630791e-04 -2.631726e-01
step=15 time=0.75
Primary solution summary: L2-norm : 0.278746
Max X-displacement : 0.16672 node 42
Max Y-displacement : 0.75 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -2.98731
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.61911 a(u^h,u^h) = 2.621504473
External energy: ((f,u^h)+(t,u^h))^0.5 : -1.61898 (f,u)+(t,u) = 2.621088703
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 9.33622
Pressure norm, L2: (p^h,p^h)^0.5 : 4.17182 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.91208 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 7.24079
Node #7: sol1 = -1.658402e-01 0.000000e+00
sol2 = 4.771227e-02 7.044166e-01 3.729574e-01 2.231817e-03 5.687443e-01
reac = 0.000000e+00 2.694240e-01
Node #85: sol1 = 0.000000e+00 7.500000e-01
sol2 = 1.074322e-03 6.389592e-01 3.180219e-01 0.000000e+00 5.524281e-01
reac = -8.683134e-04 -2.656037e-01
step=16 time=0.8
Primary solution summary: L2-norm : 0.297348
Max X-displacement : 0.178129 node 35
Max Y-displacement : 0.8 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -3.21434
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.67976 a(u^h,u^h) = 2.821581411
External energy: ((f,u^h)+(t,u^h))^0.5 : -1.67962 (f,u)+(t,u) = 2.821113905
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 9.43541
Pressure norm, L2: (p^h,p^h)^0.5 : 4.21628 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 5.97462 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 7.31738
Node #7: sol1 = -1.772180e-01 0.000000e+00
sol2 = 5.004869e-02 7.137897e-01 3.788975e-01 2.273750e-03 5.748380e-01
reac = 0.000000e+00 2.717530e-01
Node #85: sol1 = 0.000000e+00 8.000000e-01
sol2 = 1.038635e-03 6.456364e-01 3.213994e-01 0.000000e+00 5.582414e-01
reac = -8.744045e-04 -2.679263e-01
step=17 time=0.85
Primary solution summary: L2-norm : 0.315951
Max X-displacement : 0.189522 node 35
Max Y-displacement : 0.85 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -3.44354
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.73878 a(u^h,u^h) = 3.023363891
External energy: ((f,u^h)+(t,u^h))^0.5 : -1.73863 (f,u)+(t,u) = 3.022842556
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 9.53121
Pressure norm, L2: (p^h,p^h)^0.5 : 4.2592 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.03502 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 7.39136
Node #7: sol1 = -1.885745e-01 0.000000e+00
sol2 = 5.227713e-02 7.227942e-01 3.846012e-01 2.320146e-03 5.807061e-01
reac = 0.000000e+00 2.739696e-01
Node #85: sol1 = 0.000000e+00 8.500000e-01
sol2 = 9.982105e-04 6.520774e-01 3.246512e-01 0.000000e+00 5.638543e-01
reac = -8.812267e-04 -2.701448e-01
step=18 time=0.9
Primary solution summary: L2-norm : 0.334557
Max X-displacement : 0.200891 node 35
Max Y-displacement : 0.9 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -3.67471
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.79632 a(u^h,u^h) = 3.226775389
External energy: ((f,u^h)+(t,u^h))^0.5 : -1.79616 (f,u)+(t,u) = 3.226198301
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 9.62375
Pressure norm, L2: (p^h,p^h)^0.5 : 4.30067 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.09338 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 7.46283
Node #7: sol1 = -1.999106e-01 0.000000e+00
sol2 = 5.439550e-02 7.314389e-01 3.900718e-01 2.370198e-03 5.863581e-01
reac = 0.000000e+00 2.760781e-01
Node #85: sol1 = 0.000000e+00 9.000000e-01
sol2 = 9.535190e-04 6.582910e-01 3.277839e-01 0.000000e+00 5.692739e-01
reac = -8.886682e-04 -2.722630e-01
step=19 time=0.95
Primary solution summary: L2-norm : 0.353165
Max X-displacement : 0.212237 node 35
Max Y-displacement : 0.95 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -3.9077
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.8525 a(u^h,u^h) = 3.431742337
External energy: ((f,u^h)+(t,u^h))^0.5 : -1.85232 (f,u)+(t,u) = 3.431107734
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 9.71314
Pressure norm, L2: (p^h,p^h)^0.5 : 4.34073 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.14975 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 7.53188
Node #7: sol1 = -2.112273e-01 0.000000e+00
sol2 = 5.640255e-02 7.397332e-01 3.953133e-01 2.423220e-03 5.918030e-01
reac = 0.000000e+00 2.780832e-01
Node #85: sol1 = 0.000000e+00 9.500000e-01
sol2 = 9.049444e-04 6.642853e-01 3.308029e-01 0.000000e+00 5.745070e-01
reac = -8.966315e-04 -2.742849e-01
step=20 time=1
Primary solution summary: L2-norm : 0.371777
Max X-displacement : 0.223562 node 35
Max Y-displacement : 1 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -4.14234
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.90741 a(u^h,u^h) = 3.638194008
External energy: ((f,u^h)+(t,u^h))^0.5 : -1.90722 (f,u)+(t,u) = 3.637500286
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 9.79952
Pressure norm, L2: (p^h,p^h)^0.5 : 4.37943 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.20422 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 7.59859
Node #7: sol1 = -2.225258e-01 0.000000e+00
sol2 = 5.829767e-02 7.476864e-01 4.003297e-01 2.478625e-03 5.970495e-01
reac = 0.000000e+00 2.799889e-01
Node #85: sol1 = 0.000000e+00 1.000000e+00
sol2 = 8.527864e-04 6.700683e-01 3.337130e-01 0.000000e+00 5.795603e-01
reac = -9.050334e-04 -2.762142e-01
step=21 time=1.05
Primary solution summary: L2-norm : 0.390392
Max X-displacement : 0.234865 node 35
Max Y-displacement : 1.05 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -4.37848
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.96114 a(u^h,u^h) = 3.846062412
External energy: ((f,u^h)+(t,u^h))^0.5 : -1.96095 (f,u)+(t,u) = 3.845308116
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 9.88298
Pressure norm, L2: (p^h,p^h)^0.5 : 4.41683 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.25685 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 7.66305
Node #7: sol1 = -2.338071e-01 0.000000e+00
sol2 = 6.008079e-02 7.553079e-01 4.051254e-01 2.535916e-03 6.021058e-01
reac = 0.000000e+00 2.817994e-01
Node #85: sol1 = 0.000000e+00 1.050000e+00
sol2 = 7.972645e-04 6.756475e-01 3.365184e-01 0.000000e+00 5.844399e-01
reac = -9.138034e-04 -2.780546e-01
step=22 time=1.1
Primary solution summary: L2-norm : 0.409011
Max X-displacement : 0.246149 node 35
Max Y-displacement : 1.1 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -4.61597
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.01377 a(u^h,u^h) = 4.055282185
External energy: ((f,u^h)+(t,u^h))^0.5 : -2.01357 (f,u)+(t,u) = 4.054466005
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 9.96365
Pressure norm, L2: (p^h,p^h)^0.5 : 4.45298 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.30771 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 7.72534
Node #7: sol1 = -2.450725e-01 0.000000e+00
sol2 = 6.175227e-02 7.626070e-01 4.097048e-01 2.594670e-03 6.069797e-01
reac = 0.000000e+00 2.835184e-01
Node #85: sol1 = 0.000000e+00 1.100000e+00
sol2 = 7.385215e-04 6.810301e-01 3.392230e-01 0.000000e+00 5.891521e-01
reac = -9.228829e-04 -2.798094e-01
step=23 time=1.15
Primary solution summary: L2-norm : 0.427634
Max X-displacement : 0.257414 node 35
Max Y-displacement : 1.15 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -4.85469
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.06538 a(u^h,u^h) = 4.265790493
External energy: ((f,u^h)+(t,u^h))^0.5 : -2.06517 (f,u)+(t,u) = 4.264911257
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 10.0416
Pressure norm, L2: (p^h,p^h)^0.5 : 4.48791 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.35686 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 7.78553
Node #7: sol1 = -2.563235e-01 0.000000e+00
sol2 = 6.331283e-02 7.695933e-01 4.140726e-01 2.654527e-03 6.116787e-01
reac = 0.000000e+00 2.851497e-01
Node #85: sol1 = 0.000000e+00 1.150000e+00
sol2 = 6.766269e-04 6.862229e-01 3.418303e-01 0.000000e+00 5.937027e-01
reac = -9.322238e-04 -2.814821e-01
step=24 time=1.2
Primary solution summary: L2-norm : 0.446263
Max X-displacement : 0.268661 node 35
Max Y-displacement : 1.2 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -5.09451
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.11602 a(u^h,u^h) = 4.477526932
External energy: ((f,u^h)+(t,u^h))^0.5 : -2.11579 (f,u)+(t,u) = 4.476583599
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 10.117
Pressure norm, L2: (p^h,p^h)^0.5 : 4.52168 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.40437 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 7.84372
Node #7: sol1 = -2.675615e-01 0.000000e+00
sol2 = 6.476345e-02 7.762758e-01 4.182338e-01 2.715184e-03 6.162100e-01
reac = 0.000000e+00 2.866968e-01
Node #85: sol1 = 0.000000e+00 1.200000e+00
sol2 = 6.115800e-04 6.912325e-01 3.443438e-01 0.000000e+00 5.980973e-01
reac = -9.417877e-04 -2.830758e-01
step=25 time=1.25
Primary solution summary: L2-norm : 0.464898
Max X-displacement : 0.279892 node 35
Max Y-displacement : 1.25 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -5.3353
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.16574 a(u^h,u^h) = 4.690433437
External energy: ((f,u^h)+(t,u^h))^0.5 : -2.16551 (f,u)+(t,u) = 4.689425091
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 10.1898
Pressure norm, L2: (p^h,p^h)^0.5 : 4.55433 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.45029 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 7.89996
Node #7: sol1 = -2.787880e-01 0.000000e+00
sol2 = 6.610534e-02 7.826639e-01 4.221932e-01 2.776383e-03 6.205804e-01
reac = 0.000000e+00 2.881630e-01
Node #85: sol1 = 0.000000e+00 1.250000e+00
sol2 = 5.433123e-04 6.960650e-01 3.467664e-01 0.000000e+00 6.023414e-01
reac = -9.515449e-04 -2.845935e-01
step=26 time=1.3
Primary solution summary: L2-norm : 0.483539
Max X-displacement : 0.291109 node 35
Max Y-displacement : 1.3 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -5.57695
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.2146 a(u^h,u^h) = 4.904454187
External energy: ((f,u^h)+(t,u^h))^0.5 : -2.21436 (f,u)+(t,u) = 4.903380029
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 10.2602
Pressure norm, L2: (p^h,p^h)^0.5 : 4.58589 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.49468 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 7.95433
Node #7: sol1 = -2.900050e-01 0.000000e+00
sol2 = 6.733990e-02 7.887664e-01 4.259558e-01 2.837907e-03 6.247965e-01
reac = 0.000000e+00 2.895517e-01
Node #85: sol1 = 0.000000e+00 1.300000e+00
sol2 = 4.716883e-04 7.007263e-01 3.491011e-01 0.000000e+00 6.064401e-01
reac = -9.614736e-04 -2.860383e-01
step=27 time=1.35
Primary solution summary: L2-norm : 0.502188
Max X-displacement : 0.302312 node 35
Max Y-displacement : 1.35 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -5.81935
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.26264 a(u^h,u^h) = 5.119535521
External energy: ((f,u^h)+(t,u^h))^0.5 : -2.26239 (f,u)+(t,u) = 5.118394866
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 10.3283
Pressure norm, L2: (p^h,p^h)^0.5 : 4.61641 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.5376 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.0069
Node #7: sol1 = -3.012141e-01 0.000000e+00
sol2 = 6.846866e-02 7.945922e-01 4.295266e-01 2.899574e-03 6.288647e-01
reac = 0.000000e+00 2.908658e-01
Node #85: sol1 = 0.000000e+00 1.350000e+00
sol2 = 3.965062e-04 7.052220e-01 3.513506e-01 0.000000e+00 6.103985e-01
reac = -9.715595e-04 -2.874129e-01
step=28 time=1.4
Primary solution summary: L2-norm : 0.520844
Max X-displacement : 0.313503 node 35
Max Y-displacement : 1.4 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -6.06242
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.3099 a(u^h,u^h) = 5.335625855
External energy: ((f,u^h)+(t,u^h))^0.5 : -2.30964 (f,u)+(t,u) = 5.334418124
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 10.3941
Pressure norm, L2: (p^h,p^h)^0.5 : 4.64591 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.5791 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.05772
Node #7: sol1 = -3.124177e-01 0.000000e+00
sol2 = 6.949325e-02 8.001499e-01 4.329106e-01 2.961232e-03 6.327909e-01
reac = 0.000000e+00 2.921083e-01
Node #85: sol1 = 0.000000e+00 1.400000e+00
sol2 = 3.174971e-04 7.095573e-01 3.535174e-01 0.000000e+00 6.142213e-01
reac = -9.817952e-04 -2.887201e-01
step=29 time=1.45
Primary solution summary: L2-norm : 0.53951
Max X-displacement : 0.324685 node 35
Max Y-displacement : 1.45 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -6.30604
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.35641 a(u^h,u^h) = 5.552675597
External energy: ((f,u^h)+(t,u^h))^0.5 : -2.35614 (f,u)+(t,u) = 5.551400312
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 10.4578
Pressure norm, L2: (p^h,p^h)^0.5 : 4.67445 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.61923 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.10687
Node #7: sol1 = -3.236178e-01 0.000000e+00
sol2 = 7.041539e-02 8.054481e-01 4.361126e-01 3.022754e-03 6.365811e-01
reac = 0.000000e+00 2.932822e-01
Node #85: sol1 = 0.000000e+00 1.450000e+00
sol2 = 2.343234e-04 7.137373e-01 3.556039e-01 0.000000e+00 6.179132e-01
reac = -9.921802e-04 -2.899625e-01
step=30 time=1.5
Primary solution summary: L2-norm : 0.558186
Max X-displacement : 0.335859 node 35
Max Y-displacement : 1.5 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -6.55013
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.40222 a(u^h,u^h) = 5.770637075
External energy: ((f,u^h)+(t,u^h))^0.5 : -2.40194 (f,u)+(t,u) = 5.769293852
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 10.5194
Pressure norm, L2: (p^h,p^h)^0.5 : 4.70206 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.65804 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.1544
Node #7: sol1 = -3.348170e-01 0.000000e+00
sol2 = 7.123682e-02 8.104948e-01 4.391376e-01 3.084039e-03 6.402408e-01
reac = 0.000000e+00 2.943900e-01
Node #85: sol1 = 0.000000e+00 1.500000e+00
sol2 = 1.465764e-04 7.177665e-01 3.576123e-01 0.000000e+00 6.214786e-01
reac = -1.002720e-03 -2.911426e-01
step=31 time=1.55
Primary solution summary: L2-norm : 0.576873
Max X-displacement : 0.347037 node 28
Max Y-displacement : 1.55 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -6.7946
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.44734 a(u^h,u^h) = 5.989464455
External energy: ((f,u^h)+(t,u^h))^0.5 : -2.44705 (f,u)+(t,u) = 5.988053002
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 10.5789
Pressure norm, L2: (p^h,p^h)^0.5 : 4.72876 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.69558 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.20038
Node #7: sol1 = -3.460180e-01 0.000000e+00
sol2 = 7.195934e-02 8.152982e-01 4.419903e-01 3.145006e-03 6.437755e-01
reac = 0.000000e+00 2.954345e-01
Node #85: sol1 = 0.000000e+00 1.550000e+00
sol2 = 5.377211e-05 7.216495e-01 3.595445e-01 0.000000e+00 6.249216e-01
reac = -1.013428e-03 -2.922628e-01
step=32 time=1.6
Primary solution summary: L2-norm : 0.595572
Max X-displacement : 0.358232 node 28
Max Y-displacement : 1.6 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -7.03939
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.49181 a(u^h,u^h) = 6.209113676
External energy: ((f,u^h)+(t,u^h))^0.5 : -2.49151 (f,u)+(t,u) = 6.207633784
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 10.6366
Pressure norm, L2: (p^h,p^h)^0.5 : 4.75458 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.73189 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.24485
Node #7: sol1 = -3.572239e-01 0.000000e+00
sol2 = 7.258475e-02 8.198661e-01 4.446755e-01 3.205592e-03 6.471903e-01
reac = 0.000000e+00 2.964180e-01
Node #85: sol1 = 0.000000e+00 1.600000e+00
sol2 = -4.465313e-05 7.253901e-01 3.614023e-01 0.000000e+00 6.282463e-01
reac = -1.024321e-03 -2.933255e-01
step=33 time=1.65
Primary solution summary: L2-norm : 0.614285
Max X-displacement : 0.369429 node 28
Max Y-displacement : 1.65 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -7.2844
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.53565 a(u^h,u^h) = 6.429542375
External energy: ((f,u^h)+(t,u^h))^0.5 : -2.53535 (f,u)+(t,u) = 6.427993916
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 10.6923
Pressure norm, L2: (p^h,p^h)^0.5 : 4.77957 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.76702 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.28787
Node #7: sol1 = -3.684379e-01 0.000000e+00
sol2 = 7.311483e-02 8.242061e-01 4.471977e-01 3.265755e-03 6.504903e-01
reac = 0.000000e+00 2.973430e-01
Node #85: sol1 = 0.000000e+00 1.650000e+00
sol2 = -1.493489e-04 7.289924e-01 3.631874e-01 0.000000e+00 6.314565e-01
reac = -1.035425e-03 -2.943328e-01
step=34 time=1.7
Primary solution summary: L2-norm : 0.633013
Max X-displacement : 0.380633 node 28
Max Y-displacement : 1.7 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -7.52958
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.5789 a(u^h,u^h) = 6.650709822
External energy: ((f,u^h)+(t,u^h))^0.5 : -2.57858 (f,u)+(t,u) = 6.649092744
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 10.7462
Pressure norm, L2: (p^h,p^h)^0.5 : 4.80375 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.801 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.3295
Node #7: sol1 = -3.796636e-01 0.000000e+00
sol2 = 7.355134e-02 8.283255e-01 4.495616e-01 3.325466e-03 6.536804e-01
reac = 0.000000e+00 2.982118e-01
Node #85: sol1 = 0.000000e+00 1.700000e+00
sol2 = -2.610581e-04 7.324596e-01 3.649012e-01 0.000000e+00 6.345559e-01
reac = -1.046773e-03 -2.952870e-01
step=35 time=1.75
Primary solution summary: L2-norm : 0.651759
Max X-displacement : 0.391846 node 28
Max Y-displacement : 1.75 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -7.77485
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.62156 a(u^h,u^h) = 6.872576854
External energy: ((f,u^h)+(t,u^h))^0.5 : -2.62124 (f,u)+(t,u) = 6.870891177
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 10.7984
Pressure norm, L2: (p^h,p^h)^0.5 : 4.82715 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.83389 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.36977
Node #7: sol1 = -3.909053e-01 0.000000e+00
sol2 = 7.389598e-02 8.322315e-01 4.517714e-01 3.384713e-03 6.567652e-01
reac = 0.000000e+00 2.990264e-01
Node #85: sol1 = 0.000000e+00 1.750000e+00
sol2 = -3.806254e-04 7.357951e-01 3.665450e-01 0.000000e+00 6.375479e-01
reac = -1.058402e-03 -2.961899e-01
step=36 time=1.8
Primary solution summary: L2-norm : 0.670523
Max X-displacement : 0.403074 node 28
Max Y-displacement : 1.8 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -8.02016
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.66366 a(u^h,u^h) = 7.095105813
External energy: ((f,u^h)+(t,u^h))^0.5 : -2.66333 (f,u)+(t,u) = 7.093351624
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 10.849
Pressure norm, L2: (p^h,p^h)^0.5 : 4.8498 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.86572 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.40875
Node #7: sol1 = -4.021673e-01 0.000000e+00
sol2 = 7.415041e-02 8.359310e-01 4.538313e-01 3.443501e-03 6.597494e-01
reac = 0.000000e+00 2.997891e-01
Node #85: sol1 = 0.000000e+00 1.800000e+00
sol2 = -5.090078e-04 7.390015e-01 3.681197e-01 0.000000e+00 6.404359e-01
reac = -1.070358e-03 -2.970437e-01
step=37 time=1.85
Primary solution summary: L2-norm : 0.689308
Max X-displacement : 0.41432 node 28
Max Y-displacement : 1.85 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -8.26544
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.70523 a(u^h,u^h) = 7.318260489
External energy: ((f,u^h)+(t,u^h))^0.5 : -2.70489 (f,u)+(t,u) = 7.316437937
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 10.8978
Pressure norm, L2: (p^h,p^h)^0.5 : 4.87172 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.89652 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.44648
Node #7: sol1 = -4.134548e-01 0.000000e+00
sol2 = 7.431617e-02 8.394306e-01 4.557456e-01 3.501847e-03 6.626373e-01
reac = 0.000000e+00 3.005017e-01
Node #85: sol1 = 0.000000e+00 1.850000e+00
sol2 = -6.472868e-04 7.420814e-01 3.696261e-01 0.000000e+00 6.432228e-01
reac = -1.082695e-03 -2.978503e-01
step=38 time=1.9
Primary solution summary: L2-norm : 0.708116
Max X-displacement : 0.42559 node 28
Max Y-displacement : 1.9 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -8.51065
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.74627 a(u^h,u^h) = 7.542006054
External energy: ((f,u^h)+(t,u^h))^0.5 : -2.74593 (f,u)+(t,u) = 7.540115349
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 10.9452
Pressure norm, L2: (p^h,p^h)^0.5 : 4.89294 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.92634 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.483
Node #7: sol1 = -4.247735e-01 0.000000e+00
sol2 = 7.439472e-02 8.427369e-01 4.575181e-01 3.559786e-03 6.654333e-01
reac = 0.000000e+00 3.011662e-01
Node #85: sol1 = 0.000000e+00 1.900000e+00
sol2 = -7.966819e-04 7.450370e-01 3.710648e-01 0.000000e+00 6.459118e-01
reac = -1.095474e-03 -2.986113e-01
step=39 time=1.95
Primary solution summary: L2-norm : 0.72695
Max X-displacement : 0.436889 node 28
Max Y-displacement : 1.95 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -8.75572
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.78681 a(u^h,u^h) = 7.766309011
External energy: ((f,u^h)+(t,u^h))^0.5 : -2.78646 (f,u)+(t,u) = 7.76435042
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 10.991
Pressure norm, L2: (p^h,p^h)^0.5 : 4.91348 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.9552 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.51835
Node #7: sol1 = -4.361297e-01 0.000000e+00
sol2 = 7.438739e-02 8.458560e-01 4.591525e-01 3.617368e-03 6.681415e-01
reac = 0.000000e+00 3.017843e-01
Node #85: sol1 = 0.000000e+00 1.950000e+00
sol2 = -9.585672e-04 7.478699e-01 3.724361e-01 0.000000e+00 6.485053e-01
reac = -1.108764e-03 -2.993286e-01
step=40 time=2
Primary solution summary: L2-norm : 0.745813
Max X-displacement : 0.448224 node 28
Max Y-displacement : 2 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -9.00062
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.82686 a(u^h,u^h) = 7.991137138
External energy: ((f,u^h)+(t,u^h))^0.5 : -2.8265 (f,u)+(t,u) = 7.989110981
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.0353
Pressure norm, L2: (p^h,p^h)^0.5 : 4.93337 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.98315 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.55257
Node #7: sol1 = -4.475307e-01 0.000000e+00
sol2 = 7.429534e-02 8.487938e-01 4.606525e-01 3.674658e-03 6.707661e-01
reac = 0.000000e+00 3.023578e-01
Node #85: sol1 = 0.000000e+00 2.000000e+00
sol2 = -1.134490e-03 7.505816e-01 3.737402e-01 0.000000e+00 6.510060e-01
reac = -1.122644e-03 -3.000038e-01
step=41 time=2.05
Primary solution summary: L2-norm : 0.764708
Max X-displacement : 0.459601 node 28
Max Y-displacement : 2.05 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -9.24529
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.86644 a(u^h,u^h) = 8.216459433
External energy: ((f,u^h)+(t,u^h))^0.5 : -2.86607 (f,u)+(t,u) = 8.21436608
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.0783
Pressure norm, L2: (p^h,p^h)^0.5 : 4.95263 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.01021 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.58571
Node #7: sol1 = -4.589848e-01 0.000000e+00
sol2 = 7.411956e-02 8.515559e-01 4.620213e-01 3.731741e-03 6.733112e-01
reac = 0.000000e+00 3.028882e-01
Node #85: sol1 = 0.000000e+00 2.050000e+00
sol2 = -1.326191e-03 7.531730e-01 3.749766e-01 0.000000e+00 6.534162e-01
reac = -1.137199e-03 -3.006385e-01
step=42 time=2.1
Primary solution summary: L2-norm : 0.78364
Max X-displacement : 0.47103 node 28
Max Y-displacement : 2.1 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -9.48969
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.90555 a(u^h,u^h) = 8.442246061
External energy: ((f,u^h)+(t,u^h))^0.5 : -2.90518 (f,u)+(t,u) = 8.440085932
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.1199
Pressure norm, L2: (p^h,p^h)^0.5 : 4.97128 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.03641 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.6178
Node #7: sol1 = -4.705014e-01 0.000000e+00
sol2 = 7.386082e-02 8.541478e-01 4.632620e-01 3.788719e-03 6.757806e-01
reac = 0.000000e+00 3.033771e-01
Node #85: sol1 = 0.000000e+00 2.100000e+00
sol2 = -1.535631e-03 7.556445e-01 3.761449e-01 0.000000e+00 6.557378e-01
reac = -1.152527e-03 -3.012343e-01
step=43 time=2.15
Primary solution summary: L2-norm : 0.802612
Max X-displacement : 0.482531 node 21
Max Y-displacement : 2.15 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -9.73378
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.94423 a(u^h,u^h) = 8.668468306
External energy: ((f,u^h)+(t,u^h))^0.5 : -2.94385 (f,u)+(t,u) = 8.666241865
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.1602
Pressure norm, L2: (p^h,p^h)^0.5 : 4.98935 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.06178 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.64888
Node #7: sol1 = -4.820912e-01 0.000000e+00
sol2 = 7.351963e-02 8.565745e-01 4.643775e-01 3.845718e-03 6.781784e-01
reac = 0.000000e+00 3.038259e-01
Node #85: sol1 = 0.000000e+00 2.150000e+00
sol2 = -1.765016e-03 7.579960e-01 3.772442e-01 0.000000e+00 6.579729e-01
reac = -1.168732e-03 -3.017925e-01
step=44 time=2.2
Primary solution summary: L2-norm : 0.82163
Max X-displacement : 0.494163 node 21
Max Y-displacement : 2.2 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -9.97752
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.98247 a(u^h,u^h) = 8.895098515
External energy: ((f,u^h)+(t,u^h))^0.5 : -2.98208 (f,u)+(t,u) = 8.892806271
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.1992
Pressure norm, L2: (p^h,p^h)^0.5 : 5.00685 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.08636 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.67898
Node #7: sol1 = -4.937668e-01 0.000000e+00
sol2 = 7.309619e-02 8.588407e-01 4.653703e-01 3.902886e-03 6.805086e-01
reac = 0.000000e+00 3.042359e-01
Node #85: sol1 = 0.000000e+00 2.200000e+00
sol2 = -2.016829e-03 7.602268e-01 3.782730e-01 0.000000e+00 6.601229e-01
reac = -1.185928e-03 -3.023146e-01
step=45 time=2.25
Primary solution summary: L2-norm : 0.840699
Max X-displacement : 0.50589 node 21
Max Y-displacement : 2.25 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -10.2209
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.02028 a(u^h,u^h) = 9.122110051
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.01989 (f,u)+(t,u) = 9.119752556
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.237
Pressure norm, L2: (p^h,p^h)^0.5 : 5.0238 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.11016 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.70814
Node #7: sol1 = -5.055425e-01 0.000000e+00
sol2 = 7.259032e-02 8.609509e-01 4.662425e-01 3.960401e-03 6.827749e-01
reac = 0.000000e+00 3.046083e-01
Node #85: sol1 = 0.000000e+00 2.250000e+00
sol2 = -2.293864e-03 7.623358e-01 3.792298e-01 0.000000e+00 6.621892e-01
reac = -1.204235e-03 -3.028019e-01
step=46 time=2.3
Primary solution summary: L2-norm : 0.859828
Max X-displacement : 0.517727 node 21
Max Y-displacement : 2.3 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -10.4638
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.05769 a(u^h,u^h) = 9.34947724
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.0573 (f,u)+(t,u) = 9.347055089
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.2736
Pressure norm, L2: (p^h,p^h)^0.5 : 5.04021 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.13322 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.73638
Node #7: sol1 = -5.174354e-01 0.000000e+00
sol2 = 7.200141e-02 8.629090e-01 4.669960e-01 4.018474e-03 6.849816e-01
reac = 0.000000e+00 3.049442e-01
Node #85: sol1 = 0.000000e+00 2.300000e+00
sol2 = -2.599268e-03 7.643208e-01 3.801123e-01 0.000000e+00 6.641726e-01
reac = -1.223781e-03 -3.032556e-01
step=47 time=2.35
Primary solution summary: L2-norm : 0.879023
Max X-displacement : 0.529693 node 21
Max Y-displacement : 2.35 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -10.7063
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.0947 a(u^h,u^h) = 9.577175321
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.0943 (f,u)+(t,u) = 9.574689151
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.3091
Pressure norm, L2: (p^h,p^h)^0.5 : 5.05612 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.15556 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.76373
Node #7: sol1 = -5.294654e-01 0.000000e+00
sol2 = 7.132828e-02 8.647185e-01 4.676319e-01 4.077355e-03 6.871325e-01
reac = 0.000000e+00 3.052447e-01
Node #85: sol1 = 0.000000e+00 2.350000e+00
sol2 = -2.936576e-03 7.661790e-01 3.809177e-01 0.000000e+00 6.660740e-01
reac = -1.244695e-03 -3.036769e-01
step=48 time=2.4
Primary solution summary: L2-norm : 0.898295
Max X-displacement : 0.541812 node 21
Max Y-displacement : 2.4 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -10.9483
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.13132 a(u^h,u^h) = 9.80518039
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.13092 (f,u)+(t,u) = 9.802630878
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.3434
Pressure norm, L2: (p^h,p^h)^0.5 : 5.07153 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.17719 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.79023
Node #7: sol1 = -5.416561e-01 0.000000e+00
sol2 = 7.056909e-02 8.663825e-01 4.681511e-01 4.137346e-03 6.892320e-01
reac = 0.000000e+00 3.055106e-01
Node #85: sol1 = 0.000000e+00 2.400000e+00
sol2 = -3.309759e-03 7.679066e-01 3.816426e-01 0.000000e+00 6.678933e-01
reac = -1.267103e-03 -3.040670e-01
step=49 time=2.45
Primary solution summary: L2-norm : 0.917655
Max X-displacement : 0.554108 node 21
Max Y-displacement : 2.45 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -11.1898
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.16757 a(u^h,u^h) = 10.03346934
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.16715 (f,u)+(t,u) = 10.03085721
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.3767
Pressure norm, L2: (p^h,p^h)^0.5 : 5.08645 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.19815 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.81589
Node #7: sol1 = -5.540359e-01 0.000000e+00
sol2 = 6.972114e-02 8.679034e-01 4.685534e-01 4.198809e-03 6.912844e-01
reac = 0.000000e+00 3.057425e-01
Node #85: sol1 = 0.000000e+00 2.450000e+00
sol2 = -3.723267e-03 7.694989e-01 3.822833e-01 0.000000e+00 6.696303e-01
reac = -1.291121e-03 -3.044268e-01
step=50 time=2.5
Primary solution summary: L2-norm : 0.937117
Max X-displacement : 0.566639 node 7
Max Y-displacement : 2.5 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -11.4307
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.20344 a(u^h,u^h) = 10.26201982
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.20302 (f,u)+(t,u) = 10.25934583
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.4089
Pressure norm, L2: (p^h,p^h)^0.5 : 5.10091 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.21844 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.84075
Node #7: sol1 = -5.666390e-01 0.000000e+00
sol2 = 6.878069e-02 8.692827e-01 4.688379e-01 4.262186e-03 6.932945e-01
reac = 0.000000e+00 3.059411e-01
Node #85: sol1 = 0.000000e+00 2.500000e+00
sol2 = -4.182061e-03 7.709498e-01 3.828348e-01 0.000000e+00 6.712841e-01
reac = -1.316839e-03 -3.047573e-01
step=51 time=2.55
Primary solution summary: L2-norm : 0.956698
Max X-displacement : 0.579507 node 7
Max Y-displacement : 2.55 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -11.6711
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.23895 a(u^h,u^h) = 10.49081012
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.23853 (f,u)+(t,u) = 10.4880751
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.4401
Pressure norm, L2: (p^h,p^h)^0.5 : 5.11491 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.23809 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.86482
Node #7: sol1 = -5.795072e-01 0.000000e+00
sol2 = 6.774258e-02 8.705213e-01 4.690027e-01 4.328018e-03 6.952672e-01
reac = 0.000000e+00 3.061067e-01
Node #85: sol1 = 0.000000e+00 2.550000e+00
sol2 = -4.691646e-03 7.722518e-01 3.832918e-01 0.000000e+00 6.728529e-01
reac = -1.344301e-03 -3.050595e-01
step=52 time=2.6
Primary solution summary: L2-norm : 0.976418
Max X-displacement : 0.592692 node 7
Max Y-displacement : 2.6 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -11.9108
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.27411 a(u^h,u^h) = 10.71981914
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.27369 (f,u)+(t,u) = 10.71702396
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.4704
Pressure norm, L2: (p^h,p^h)^0.5 : 5.12847 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.25712 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.88811
Node #7: sol1 = -5.926923e-01 0.000000e+00
sol2 = 6.659989e-02 8.716185e-01 4.690443e-01 4.396985e-03 6.972082e-01
reac = 0.000000e+00 3.062393e-01
Node #85: sol1 = 0.000000e+00 2.600000e+00
sol2 = -5.258064e-03 7.733960e-01 3.836480e-01 0.000000e+00 6.743343e-01
reac = -1.373476e-03 -3.053340e-01
step=53 time=2.65
Primary solution summary: L2-norm : 0.996304
Max X-displacement : 0.606259 node 7
Max Y-displacement : 2.65 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -12.1498
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.30893 a(u^h,u^h) = 10.94902628
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.3085 (f,u)+(t,u) = 10.94617188
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.4996
Pressure norm, L2: (p^h,p^h)^0.5 : 5.14159 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.27552 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.91066
Node #7: sol1 = -6.062589e-01 0.000000e+00
sol2 = 6.534326e-02 8.725722e-01 4.689571e-01 4.469945e-03 6.991237e-01
reac = 0.000000e+00 3.063388e-01
Node #85: sol1 = 0.000000e+00 2.650000e+00
sol2 = -5.887847e-03 7.743714e-01 3.838963e-01 0.000000e+00 6.757244e-01
reac = -1.404202e-03 -3.055815e-01
step=54 time=2.7
Primary solution summary: L2-norm : 1.01639
Max X-displacement : 0.62029 node 7
Max Y-displacement : 2.7 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -12.3882
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.34341 a(u^h,u^h) = 11.1784113
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.34298 (f,u)+(t,u) = 11.17549869
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.5279
Pressure norm, L2: (p^h,p^h)^0.5 : 5.15428 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.29332 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.93246
Node #7: sol1 = -6.202895e-01 0.000000e+00
sol2 = 6.396007e-02 8.733782e-01 4.687332e-01 4.548013e-03 7.010209e-01
reac = 0.000000e+00 3.064043e-01
Node #85: sol1 = 0.000000e+00 2.700000e+00
sol2 = -6.587875e-03 7.751650e-01 3.840290e-01 0.000000e+00 6.770179e-01
reac = -1.436113e-03 -3.058026e-01
step=55 time=2.75
Primary solution summary: L2-norm : 1.03671
Max X-displacement : 0.634891 node 7
Max Y-displacement : 2.75 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -12.6258
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.37757 a(u^h,u^h) = 11.40795419
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.37713 (f,u)+(t,u) = 11.40498447
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.5552
Pressure norm, L2: (p^h,p^h)^0.5 : 5.16655 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.31052 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.95352
Node #7: sol1 = -6.348907e-01 0.000000e+00
sol2 = 6.243306e-02 8.740288e-01 4.683607e-01 4.632657e-03 7.029083e-01
reac = 0.000000e+00 3.064348e-01
Node #85: sol1 = 0.000000e+00 2.750000e+00
sol2 = -7.365085e-03 7.757614e-01 3.840376e-01 0.000000e+00 6.782074e-01
reac = -1.468511e-03 -3.059975e-01
step=56 time=2.8
Primary solution summary: L2-norm : 1.05733
Max X-displacement : 0.650203 node 7
Max Y-displacement : 2.8 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -12.8626
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.4114 a(u^h,u^h) = 11.63763494
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.41095 (f,u)+(t,u) = 11.63460936
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.5816
Pressure norm, L2: (p^h,p^h)^0.5 : 5.17839 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.32711 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.97384
Node #7: sol1 = -6.502034e-01 0.000000e+00
sol2 = 6.073829e-02 8.745121e-01 4.678222e-01 4.725867e-03 7.047963e-01
reac = 0.000000e+00 3.064281e-01
Node #85: sol1 = 0.000000e+00 2.800000e+00
sol2 = -8.225893e-03 7.761424e-01 3.839141e-01 0.000000e+00 6.792828e-01
reac = -1.500162e-03 -3.061666e-01
step=57 time=2.85
Primary solution summary: L2-norm : 1.07831
Max X-displacement : 0.666418 node 7
Max Y-displacement : 2.85 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -13.0985
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.44491 a(u^h,u^h) = 11.86743326
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.44447 (f,u)+(t,u) = 11.8643532
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.607
Pressure norm, L2: (p^h,p^h)^0.5 : 5.18979 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.34308 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.9934
Node #7: sol1 = -6.664184e-01 0.000000e+00
sol2 = 5.884181e-02 8.748091e-01 4.670924e-01 4.830416e-03 7.066980e-01
reac = 0.000000e+00 3.063811e-01
Node #85: sol1 = 0.000000e+00 2.850000e+00
sol2 = -9.175153e-03 7.762867e-01 3.836512e-01 0.000000e+00 6.802299e-01
reac = -1.528968e-03 -3.063094e-01
step=58 time=2.9
Primary solution summary: L2-norm : 1.09976
Max X-displacement : 0.683802 node 7
Max Y-displacement : 2.9 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -13.3334
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.47812 a(u^h,u^h) = 12.09732811
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.47767 (f,u)+(t,u) = 12.09419517
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.6314
Pressure norm, L2: (p^h,p^h)^0.5 : 5.20074 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.3584 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 9.01216
Node #7: sol1 = -6.838015e-01 0.000000e+00
sol2 = 5.669403e-02 8.748896e-01 4.661327e-01 4.950300e-03 7.086301e-01
reac = 0.000000e+00 3.062888e-01
Node #85: sol1 = 0.000000e+00 2.900000e+00
sol2 = -1.021429e-02 7.761697e-01 3.832453e-01 0.000000e+00 6.810286e-01
reac = -1.551395e-03 -3.064255e-01
step=59 time=2.95
Primary solution summary: L2-norm : 1.12182
Max X-displacement : 0.702737 node 7
Max Y-displacement : 2.95 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -13.5671
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.51103 a(u^h,u^h) = 12.32729697
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.51057 (f,u)+(t,u) = 12.32411307
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.6547
Pressure norm, L2: (p^h,p^h)^0.5 : 5.21121 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.37302 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 9.03007
Node #7: sol1 = -7.027373e-01 0.000000e+00
sol2 = 5.421955e-02 8.747047e-01 4.648833e-01 5.091508e-03 7.106158e-01
reac = 0.000000e+00 3.061435e-01
Node #85: sol1 = 0.000000e+00 2.950000e+00
sol2 = -1.133810e-02 7.757632e-01 3.827005e-01 0.000000e+00 6.816499e-01
reac = -1.561483e-03 -3.065136e-01
step=60 time=3
Primary solution summary: L2-norm : 1.14471
Max X-displacement : 0.723807 node 7
Max Y-displacement : 3 node 85
Total reaction forces: Sum(R) = -1.48991e-08 -1.09999e-08
displacement\*reactions: (R,u) = -13.7993
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.54363 a(u^h,u^h) = 12.55731465
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.54317 (f,u)+(t,u) = 12.55408216
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.6767
Pressure norm, L2: (p^h,p^h)^0.5 : 5.22113 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.38684 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 9.047
Node #7: sol1 = -7.238070e-01 0.000000e+00
sol2 = 5.129779e-02 8.741712e-01 4.632458e-01 5.263455e-03 7.126877e-01
reac = 0.000000e+00 3.059330e-01
Node #85: sol1 = 0.000000e+00 3.000000e+00
sol2 = -1.252969e-02 7.750336e-01 3.820381e-01 0.000000e+00 6.820503e-01
reac = -1.549045e-03 -3.065715e-01
step=61 time=3.05
Primary solution summary: L2-norm : 1.16874
Max X-displacement : 0.747943 node 7
Max Y-displacement : 3.05 node 85
Total reaction forces: Sum(R) = -5.83777e-08 -4.42334e-08
displacement\*reactions: (R,u) = -14.0296
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.57594 a(u^h,u^h) = 12.78735107
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.57548 (f,u)+(t,u) = 12.78407311
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.6973
Pressure norm, L2: (p^h,p^h)^0.5 : 5.2304 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.3997 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 9.06275
Node #7: sol1 = -7.479429e-01 0.000000e+00
sol2 = 4.772219e-02 8.731390e-01 4.610482e-01 5.481838e-03 7.148952e-01
reac = 0.000000e+00 3.056366e-01
Node #85: sol1 = 0.000000e+00 3.050000e+00
sol2 = -1.375529e-02 7.739347e-01 3.813204e-01 0.000000e+00 6.821607e-01
reac = -1.496338e-03 -3.065956e-01
step=62 time=3.1
Primary solution summary: L2-norm : 1.19379
Max X-displacement : 0.775316 node 7
Max Y-displacement : 3.1 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -14.2574
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.60796 a(u^h,u^h) = 13.01736829
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.6075 (f,u)+(t,u) = 13.01404897
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.716
Pressure norm, L2: (p^h,p^h)^0.5 : 5.23888 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.41132 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 9.07698
Node #7: sol1 = -7.753158e-01 0.000000e+00
sol2 = 4.335462e-02 8.714282e-01 4.581362e-01 5.759587e-03 7.172026e-01
reac = 0.000000e+00 3.052398e-01
Node #85: sol1 = 0.000000e+00 3.100000e+00
sol2 = -1.292562e-02 7.747627e-01 3.818002e-01 0.000000e+00 6.821586e-01
reac = -1.285040e-03 -3.064817e-01
step=63 time=3.15
Primary solution summary: L2-norm : 1.21937
Max X-displacement : 0.805053 node 7
Max Y-displacement : 3.15 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -14.4821
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.63969 a(u^h,u^h) = 13.24732064
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.63923 (f,u)+(t,u) = 13.24396493
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.7326
Pressure norm, L2: (p^h,p^h)^0.5 : 5.24642 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.42147 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 9.08941
Node #7: sol1 = -8.050532e-01 0.000000e+00
sol2 = 3.820144e-02 8.689202e-01 4.544550e-01 6.095137e-03 7.195016e-01
reac = 0.000000e+00 3.047470e-01
Node #85: sol1 = 0.000000e+00 3.150000e+00
sol2 = -1.290318e-02 7.745029e-01 3.817314e-01 0.000000e+00 6.819143e-01
reac = -1.564196e-03 -3.063814e-01
step=64 time=3.2
Primary solution summary: L2-norm : 1.24536
Max X-displacement : 0.836775 node 7
Max Y-displacement : 3.2 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -14.7032
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.67112 a(u^h,u^h) = 13.47715751
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.67066 (f,u)+(t,u) = 13.47377096
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.7468
Pressure norm, L2: (p^h,p^h)^0.5 : 5.25297 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.43005 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 9.09991
Node #7: sol1 = -8.367751e-01 0.000000e+00
sol2 = 3.216428e-02 8.654665e-01 4.498865e-01 6.488157e-03 7.217492e-01
reac = 0.000000e+00 3.041619e-01
Node #85: sol1 = 0.000000e+00 3.200000e+00
sol2 = -1.343428e-02 7.733557e-01 3.812454e-01 0.000000e+00 6.813813e-01
reac = -1.616332e-03 -3.062338e-01
step=65 time=3.25
Primary solution summary: L2-norm : 1.27171
Max X-displacement : 0.870242 node 7
Max Y-displacement : 3.25 node 85
Total reaction forces: Sum(R) = -1.56755e-08 -1.05173e-08
displacement\*reactions: (R,u) = -14.9206
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.70227 a(u^h,u^h) = 13.70682539
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.70181 (f,u)+(t,u) = 13.7034141
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.7585
Pressure norm, L2: (p^h,p^h)^0.5 : 5.25848 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.43698 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 9.1084
Node #7: sol1 = -8.702422e-01 0.000000e+00
sol2 = 2.511081e-02 8.609093e-01 4.442897e-01 6.930634e-03 7.239234e-01
reac = 0.000000e+00 3.034911e-01
Node #85: sol1 = 0.000000e+00 3.250000e+00
sol2 = -1.390480e-02 7.720484e-01 3.807306e-01 0.000000e+00 6.806574e-01
reac = -1.508071e-03 -3.059952e-01
step=66 time=3.3
Primary solution summary: L2-norm : 1.29835
Max X-displacement : 0.90508 node 7
Max Y-displacement : 3.3 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -15.134
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.73313 a(u^h,u^h) = 13.93626951
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.73267 (f,u)+(t,u) = 13.93283989
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.7679
Pressure norm, L2: (p^h,p^h)^0.5 : 5.26295 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.44224 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 9.11484
Node #7: sol1 = -9.050796e-01 0.000000e+00
sol2 = 1.705922e-02 8.552422e-01 4.376542e-01 7.377225e-03 7.260017e-01
reac = 0.000000e+00 3.027498e-01
Node #85: sol1 = 0.000000e+00 3.300000e+00
sol2 = -1.402168e-02 7.709711e-01 3.803848e-01 0.000000e+00 6.798263e-01
reac = -1.346734e-03 -3.056542e-01
step=67 time=3.35
Primary solution summary: L2-norm : 1.32524
Max X-displacement : 0.941177 node 7
Max Y-displacement : 3.35 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -15.3433
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.7637 a(u^h,u^h) = 14.16543511
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.76324 (f,u)+(t,u) = 14.1619938
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.7748
Pressure norm, L2: (p^h,p^h)^0.5 : 5.26643 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.44584 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 9.11926
Node #7: sol1 = -9.411767e-01 0.000000e+00
sol2 = 8.064486e-03 8.485168e-01 4.300179e-01 7.796435e-03 7.279804e-01
reac = 0.000000e+00 3.019517e-01
Node #85: sol1 = 0.000000e+00 3.350000e+00
sol2 = -1.389148e-02 7.700273e-01 3.801492e-01 0.000000e+00 6.788968e-01
reac = -1.183603e-03 -3.052233e-01
step=68 time=3.4
Primary solution summary: L2-norm : 1.35239
Max X-displacement : 0.978471 node 7
Max Y-displacement : 3.4 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -15.5483
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.79398 a(u^h,u^h) = 14.39426806
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.79352 (f,u)+(t,u) = 14.39082194
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.7795
Pressure norm, L2: (p^h,p^h)^0.5 : 5.26898 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.44783 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 9.12169
Node #7: sol1 = -9.784713e-01 0.000000e+00
sol2 = -1.718236e-03 8.408906e-01 4.215165e-01 8.148324e-03 7.298597e-01
reac = 0.000000e+00 3.011112e-01
Node #85: sol1 = 0.000000e+00 3.400000e+00
sol2 = -1.357755e-02 7.691039e-01 3.799727e-01 0.000000e+00 6.778256e-01
reac = -1.043637e-03 -3.047153e-01
step=69 time=3.45
Primary solution summary: L2-norm : 1.37978
Max X-displacement : 1.01693 node 7
Max Y-displacement : 3.45 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -15.749
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.82397 a(u^h,u^h) = 14.62271506
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.82352 (f,u)+(t,u) = 14.61927127
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.7821
Pressure norm, L2: (p^h,p^h)^0.5 : 5.2707 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.44824 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 9.12219
Node #7: sol1 = -1.016930e+00 0.000000e+00
sol2 = -1.199649e-02 8.326609e-01 4.124178e-01 8.383145e-03 7.316418e-01
reac = 0.000000e+00 3.002439e-01
Node #85: sol1 = 0.000000e+00 3.450000e+00
sol2 = -1.313713e-02 7.681288e-01 3.798179e-01 0.000000e+00 6.766001e-01
reac = -9.341431e-04 -3.041302e-01
step=70 time=3.5
Primary solution summary: L2-norm : 1.40741
Max X-displacement : 1.05654 node 7
Max Y-displacement : 3.5 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -15.9453
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.85366 a(u^h,u^h) = 14.85072374
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.85322 (f,u)+(t,u) = 14.84728971
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.7827
Pressure norm, L2: (p^h,p^h)^0.5 : 5.27167 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.44711 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 9.12081
Node #7: sol1 = -1.056540e+00 0.000000e+00
sol2 = -2.233248e-02 8.242711e-01 4.031312e-01 8.444529e-03 7.333292e-01
reac = 0.000000e+00 2.993658e-01
Node #85: sol1 = 0.000000e+00 3.500000e+00
sol2 = -1.266836e-02 7.670486e-01 3.796408e-01 0.000000e+00 6.752591e-01
reac = -8.600417e-04 -3.034775e-01
step=71 time=3.55
Primary solution summary: L2-norm : 1.43527
Max X-displacement : 1.09724 node 7
Max Y-displacement : 3.55 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -16.1371
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.88307 a(u^h,u^h) = 15.07824271
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.88263 (f,u)+(t,u) = 15.0748262
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.7814
Pressure norm, L2: (p^h,p^h)^0.5 : 5.27199 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.44448 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 9.11759
Node #7: sol1 = -1.097241e+00 0.000000e+00
sol2 = -3.215987e-02 8.162923e-01 3.941949e-01 8.272369e-03 7.349239e-01
reac = 0.000000e+00 2.984931e-01
Node #85: sol1 = 0.000000e+00 3.550000e+00
sol2 = -1.226884e-02 7.657609e-01 3.793836e-01 0.000000e+00 6.737986e-01
reac = -8.042334e-04 -3.027716e-01
step=72 time=3.6
Primary solution summary: L2-norm : 1.46334
Max X-displacement : 1.13891 node 7
Max Y-displacement : 3.6 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -16.3243
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.91219 a(u^h,u^h) = 15.30522186
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.91176 (f,u)+(t,u) = 15.30183077
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.7784
Pressure norm, L2: (p^h,p^h)^0.5 : 5.2717 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.44038 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 9.11256
Node #7: sol1 = -1.138906e+00 0.000000e+00
sol2 = -4.081336e-02 8.093934e-01 3.862481e-01 7.810351e-03 7.364275e-01
reac = 0.000000e+00 2.976405e-01
Node #85: sol1 = 0.000000e+00 3.600000e+00
sol2 = -1.195407e-02 7.641827e-01 3.790178e-01 0.000000e+00 6.721604e-01
reac = -7.492070e-04 -3.020152e-01
step=73 time=3.65
Primary solution summary: L2-norm : 1.49162
Max X-displacement : 1.18152 node 7
Max Y-displacement : 3.65 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -16.5069
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.94102 a(u^h,u^h) = 15.53161233
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.94059 (f,u)+(t,u) = 15.5282548
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.7738
Pressure norm, L2: (p^h,p^h)^0.5 : 5.27087 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.43485 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 9.10579
Node #7: sol1 = -1.181523e+00 0.000000e+00
sol2 = -4.749804e-02 8.043715e-01 3.800522e-01 7.000391e-03 7.378421e-01
reac = 0.000000e+00 2.968215e-01
Node #85: sol1 = 0.000000e+00 3.650000e+00
sol2 = -1.168405e-02 7.623467e-01 3.785643e-01 0.000000e+00 6.703381e-01
reac = -7.072219e-04 -3.012013e-01
step=74 time=3.7
Primary solution summary: L2-norm : 1.52009
Max X-displacement : 1.22504 node 7
Max Y-displacement : 3.7 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -16.6848
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.96955 a(u^h,u^h) = 15.75736651
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.96914 (f,u)+(t,u) = 15.75405099
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.7677
Pressure norm, L2: (p^h,p^h)^0.5 : 5.26952 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.42792 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 9.09731
Node #7: sol1 = -1.225036e+00 0.000000e+00
sol2 = -5.144473e-02 8.019950e-01 3.763614e-01 5.815929e-03 7.391699e-01
reac = 0.000000e+00 2.960449e-01
Node #85: sol1 = 0.000000e+00 3.700000e+00
sol2 = -1.152593e-02 7.602397e-01 3.780000e-01 0.000000e+00 6.683786e-01
reac = -6.730859e-04 -3.003346e-01
step=75 time=3.75
Primary solution summary: L2-norm : 1.54877
Max X-displacement : 1.26943 node 7
Max Y-displacement : 3.75 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -16.8581
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.9978 a(u^h,u^h) = 15.98243809
External energy: ((f,u^h)+(t,u^h))^0.5 : -3.9974 (f,u)+(t,u) = 15.97917332
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.7599
Pressure norm, L2: (p^h,p^h)^0.5 : 5.26768 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.41963 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 9.08715
Node #7: sol1 = -1.269430e+00 0.000000e+00
sol2 = -5.181081e-02 8.031034e-01 3.759926e-01 4.221296e-03 7.404136e-01
reac = 0.000000e+00 2.953168e-01
Node #85: sol1 = 0.000000e+00 3.750000e+00
sol2 = -1.145829e-02 7.578802e-01 3.773363e-01 0.000000e+00 6.662795e-01
reac = -6.405465e-04 -2.994157e-01
step=76 time=3.8
Primary solution summary: L2-norm : 1.57764
Max X-displacement : 1.31471 node 7
Max Y-displacement : 3.8 node 85
Total reaction forces: Sum(R) = -1.19694e-08 0
displacement\*reactions: (R,u) = -17.0265
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.02576 a(u^h,u^h) = 16.20678178
External energy: ((f,u^h)+(t,u^h))^0.5 : -4.02537 (f,u)+(t,u) = 16.20357691
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.7508
Pressure norm, L2: (p^h,p^h)^0.5 : 5.26535 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.41002 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 9.07538
Node #7: sol1 = -1.314712e+00 0.000000e+00
sol2 = -4.776983e-02 8.085165e-01 3.797554e-01 2.197456e-03 7.415758e-01
reac = 0.000000e+00 2.946392e-01
Node #85: sol1 = 0.000000e+00 3.800000e+00
sol2 = -1.146405e-02 7.552853e-01 3.765832e-01 0.000000e+00 6.640409e-01
reac = -6.110629e-04 -2.984437e-01
step=77 time=3.85
Primary solution summary: L2-norm : 1.6067
Max X-displacement : 1.36087 node 7
Max Y-displacement : 3.85 node 85
Total reaction forces: Sum(R) = -2.51505e-08 -1.88851e-08
displacement\*reactions: (R,u) = -17.1902
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.05344 a(u^h,u^h) = 16.43035325
External energy: ((f,u^h)+(t,u^h))^0.5 : -4.05305 (f,u)+(t,u) = 16.42721787
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.7401
Pressure norm, L2: (p^h,p^h)^0.5 : 5.26256 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.39911 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 9.06202
Node #7: sol1 = -1.360873e+00 0.000000e+00
sol2 = -3.853675e-02 8.190097e-01 3.884254e-01 -2.571098e-04 7.426594e-01
reac = 0.000000e+00 2.940089e-01
Node #85: sol1 = 0.000000e+00 3.850000e+00
sol2 = -1.151247e-02 7.524808e-01 3.757571e-01 0.000000e+00 6.616586e-01
reac = -5.866800e-04 -2.974159e-01
step=78 time=3.9
Primary solution summary: L2-norm : 1.63595
Max X-displacement : 1.4079 node 7
Max Y-displacement : 3.9 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -17.3489
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.08082 a(u^h,u^h) = 16.65310889
External energy: ((f,u^h)+(t,u^h))^0.5 : -4.08045 (f,u)+(t,u) = 16.65005313
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.7281
Pressure norm, L2: (p^h,p^h)^0.5 : 5.25932 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.38693 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 9.0471
Node #7: sol1 = -1.407899e+00 0.000000e+00
sol2 = -2.346107e-02 8.352227e-01 4.026644e-01 -3.109038e-03 7.436684e-01
reac = 0.000000e+00 2.934170e-01
Node #85: sol1 = 0.000000e+00 3.900000e+00
sol2 = -1.159000e-02 7.494890e-01 3.748682e-01 0.000000e+00 6.591403e-01
reac = -5.690433e-04 -2.963304e-01
step=79 time=3.95
Primary solution summary: L2-norm : 1.66539
Max X-displacement : 1.45576 node 7
Max Y-displacement : 3.95 node 85
Total reaction forces: Sum(R) = -2.96041e-08 -2.11014e-08
displacement\*reactions: (R,u) = -17.5027
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.10792 a(u^h,u^h) = 16.87500577
External energy: ((f,u^h)+(t,u^h))^0.5 : -4.10756 (f,u)+(t,u) = 16.87204034
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.7147
Pressure norm, L2: (p^h,p^h)^0.5 : 5.25563 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.37351 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 9.03066
Node #7: sol1 = -1.455761e+00 0.000000e+00
sol2 = -2.126481e-03 8.575631e-01 4.229305e-01 -6.276688e-03 7.446078e-01
reac = 0.000000e+00 2.928481e-01
Node #85: sol1 = 0.000000e+00 3.950000e+00
sol2 = -1.170014e-02 7.463275e-01 3.739209e-01 0.000000e+00 6.565045e-01
reac = -5.551992e-04 -2.951876e-01
step=80 time=4
Primary solution summary: L2-norm : 1.695
Max X-displacement : 1.50443 node 7
Max Y-displacement : 4 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -17.6514
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.13473 a(u^h,u^h) = 17.0960015
External energy: ((f,u^h)+(t,u^h))^0.5 : -4.13438 (f,u)+(t,u) = 17.09313775
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.6999
Pressure norm, L2: (p^h,p^h)^0.5 : 5.25149 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.35885 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 9.01272
Node #7: sol1 = -1.504432e+00 0.000000e+00
sol2 = 2.577006e-02 8.863296e-01 4.495675e-01 -9.679764e-03 7.454831e-01
reac = 0.000000e+00 2.922839e-01
Node #85: sol1 = 0.000000e+00 4.000000e+00
sol2 = -1.184178e-02 7.430037e-01 3.729173e-01 0.000000e+00 6.537565e-01
reac = -5.431070e-04 -2.939908e-01
step=81 time=4.05
Primary solution summary: L2-norm : 1.72479
Max X-displacement : 1.55388 node 7
Max Y-displacement : 4.05 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -17.795
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.16126 a(u^h,u^h) = 17.31605421
External energy: ((f,u^h)+(t,u^h))^0.5 : -4.16093 (f,u)+(t,u) = 17.31330423
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.6838
Pressure norm, L2: (p^h,p^h)^0.5 : 5.24692 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.34299 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.99329
Node #7: sol1 = -1.553881e+00 0.000000e+00
sol2 = 6.039370e-02 9.216885e-01 4.827920e-01 -1.322336e-02 7.463004e-01
reac = 0.000000e+00 2.917031e-01
Node #85: sol1 = 0.000000e+00 4.050000e+00
sol2 = -1.200167e-02 7.395292e-01 3.718649e-01 0.000000e+00 6.508952e-01
reac = -5.336682e-04 -2.927402e-01
step=82 time=4.1
Primary solution summary: L2-norm : 1.75475
Max X-displacement : 1.60407 node 7
Max Y-displacement : 4.1 node 85
Total reaction forces: Sum(R) = -2.74317e-08 -1.91054e-08
displacement\*reactions: (R,u) = -17.9333
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.1875 a(u^h,u^h) = 17.53512247
External energy: ((f,u^h)+(t,u^h))^0.5 : -4.18718 (f,u)+(t,u) = 17.53249911
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.6663
Pressure norm, L2: (p^h,p^h)^0.5 : 5.24193 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.32593 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.97239
Node #7: sol1 = -1.604067e+00 0.000000e+00
sol2 = 1.017540e-01 9.636600e-01 5.226796e-01 -1.678956e-02 7.470661e-01
reac = 0.000000e+00 2.910813e-01
Node #85: sol1 = 0.000000e+00 4.100000e+00
sol2 = -1.216334e-02 7.359156e-01 3.707717e-01 0.000000e+00 6.479164e-01
reac = -5.283259e-04 -2.914351e-01
step=83 time=4.15
Primary solution summary: L2-norm : 1.78487
Max X-displacement : 1.65515 node 14
Max Y-displacement : 4.15 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -18.0664
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.21345 a(u^h,u^h) = 17.7531653
External energy: ((f,u^h)+(t,u^h))^0.5 : -4.21316 (f,u)+(t,u) = 17.75068222
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.6476
Pressure norm, L2: (p^h,p^h)^0.5 : 5.23654 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.30768 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.95004
Node #7: sol1 = -1.654951e+00 0.000000e+00
sol2 = 1.496790e-01 1.012093e+00 5.691376e-01 -2.024346e-02 7.477872e-01
reac = 0.000000e+00 2.903921e-01
Node #85: sol1 = 0.000000e+00 4.150000e+00
sol2 = -1.231556e-02 7.321700e-01 3.696430e-01 0.000000e+00 6.448166e-01
reac = -5.275931e-04 -2.900746e-01
step=84 time=4.2
Primary solution summary: L2-norm : 1.81514
Max X-displacement : 1.70721 node 14
Max Y-displacement : 4.2 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -18.1941
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.23912 a(u^h,u^h) = 17.9701421
External energy: ((f,u^h)+(t,u^h))^0.5 : -4.23885 (f,u)+(t,u) = 17.96781381
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.6276
Pressure norm, L2: (p^h,p^h)^0.5 : 5.23077 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.28825 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.92625
Node #7: sol1 = -1.706482e+00 0.000000e+00
sol2 = 2.038323e-01 1.066682e+00 6.219134e-01 -2.344595e-02 7.484711e-01
reac = 0.000000e+00 2.896083e-01
Node #85: sol1 = 0.000000e+00 4.200000e+00
sol2 = -1.245325e-02 7.282975e-01 3.684817e-01 0.000000e+00 6.415959e-01
reac = -5.318224e-04 -2.886587e-01
step=85 time=4.25
Primary solution summary: L2-norm : 1.84556
Max X-displacement : 1.75992 node 14
Max Y-displacement : 4.25 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -18.3163
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.26451 a(u^h,u^h) = 18.18601276
External energy: ((f,u^h)+(t,u^h))^0.5 : -4.26425 (f,u)+(t,u) = 18.18385456
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.6065
Pressure norm, L2: (p^h,p^h)^0.5 : 5.22465 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.26767 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.90104
Node #7: sol1 = -1.758620e+00 0.000000e+00
sol2 = 2.637554e-01 1.127003e+00 6.806146e-01 -2.628345e-02 7.491245e-01
reac = 0.000000e+00 2.887050e-01
Node #85: sol1 = 0.000000e+00 4.250000e+00
sol2 = -1.256104e-02 7.243144e-01 3.672971e-01 0.000000e+00 6.382550e-01
reac = -5.420754e-04 -2.871858e-01
step=86 time=4.3
Primary solution summary: L2-norm : 1.87612
Max X-displacement : 1.81323 node 14
Max Y-displacement : 4.3 node 85
Total reaction forces: Sum(R) = -1.26511e-08 0
displacement\*reactions: (R,u) = -18.4329
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.28961 a(u^h,u^h) = 18.40073778
External energy: ((f,u^h)+(t,u^h))^0.5 : -4.28938 (f,u)+(t,u) = 18.3987656
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.5842
Pressure norm, L2: (p^h,p^h)^0.5 : 5.21822 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.24594 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.87443
Node #7: sol1 = -1.811294e+00 0.000000e+00
sol2 = 3.287920e-01 1.192442e+00 7.446553e-01 -2.862465e-02 7.497539e-01
reac = 0.000000e+00 2.876555e-01
Node #85: sol1 = 0.000000e+00 4.300000e+00
sol2 = -1.263128e-02 7.202477e-01 3.660991e-01 0.000000e+00 6.348108e-01
reac = -5.578307e-04 -2.856551e-01
step=87 time=4.35
Primary solution summary: L2-norm : 1.90681
Max X-displacement : 1.86707 node 14
Max Y-displacement : 4.35 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -18.544
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.31443 a(u^h,u^h) = 18.61427802
External energy: ((f,u^h)+(t,u^h))^0.5 : -4.31422 (f,u)+(t,u) = 18.61250854
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.5608
Pressure norm, L2: (p^h,p^h)^0.5 : 5.21152 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.22308 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.84643
Node #7: sol1 = -1.864458e+00 0.000000e+00
sol2 = 3.982865e-01 1.262378e+00 8.134166e-01 -3.039839e-02 7.503660e-01
reac = 0.000000e+00 2.864379e-01
Node #85: sol1 = 0.000000e+00 4.350000e+00
sol2 = -1.269821e-02 7.160823e-01 3.648735e-01 0.000000e+00 6.312801e-01
reac = -5.757269e-04 -2.840725e-01
step=88 time=4.4
Primary solution summary: L2-norm : 1.93763
Max X-displacement : 1.92139 node 14
Max Y-displacement : 4.4 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -18.6494
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.33896 a(u^h,u^h) = 18.82659483
External energy: ((f,u^h)+(t,u^h))^0.5 : -4.33878 (f,u)+(t,u) = 18.8250455
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.5365
Pressure norm, L2: (p^h,p^h)^0.5 : 5.20459 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.1991 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.81706
Node #7: sol1 = -1.918072e+00 0.000000e+00
sol2 = 4.715945e-01 1.336196e+00 8.862634e-01 -3.156442e-02 7.509667e-01
reac = 0.000000e+00 2.850317e-01
Node #85: sol1 = 0.000000e+00 4.400000e+00
sol2 = -1.276811e-02 7.118077e-01 3.636155e-01 0.000000e+00 6.276594e-01
reac = -5.920788e-04 -2.824409e-01
step=89 time=4.45
Primary solution summary: L2-norm : 1.96857
Max X-displacement : 1.97614 node 14
Max Y-displacement : 4.45 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -18.749
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.36322 a(u^h,u^h) = 19.03764997
External energy: ((f,u^h)+(t,u^h))^0.5 : -4.36307 (f,u)+(t,u) = 19.03633904
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.5112
Pressure norm, L2: (p^h,p^h)^0.5 : 5.19747 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.17401 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.78633
Node #7: sol1 = -1.972094e+00 0.000000e+00
sol2 = 5.481759e-01 1.413368e+00 9.626300e-01 -3.212036e-02 7.515603e-01
reac = 0.000000e+00 2.834192e-01
Node #85: sol1 = 0.000000e+00 4.450000e+00
sol2 = -1.282281e-02 7.074243e-01 3.623303e-01 0.000000e+00 6.239334e-01
reac = -6.054130e-04 -2.807594e-01
step=90 time=4.5
Primary solution summary: L2-norm : 1.99961
Max X-displacement : 2.03126 node 14
Max Y-displacement : 4.5 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -18.8427
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.38719 a(u^h,u^h) = 19.24740563
External energy: ((f,u^h)+(t,u^h))^0.5 : -4.38707 (f,u)+(t,u) = 19.24635217
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.485
Pressure norm, L2: (p^h,p^h)^0.5 : 5.19019 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.14782 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.75425
Node #7: sol1 = -2.026472e+00 0.000000e+00
sol2 = 6.277257e-01 1.493590e+00 1.042145e+00 -3.211957e-02 7.521494e-01
reac = 0.000000e+00 2.815879e-01
Node #85: sol1 = 0.000000e+00 4.500000e+00
sol2 = -1.284723e-02 7.029367e-01 3.610237e-01 0.000000e+00 6.200930e-01
reac = -6.168031e-04 -2.790263e-01
step=91 time=4.55
Primary solution summary: L2-norm : 2.03076
Max X-displacement : 2.08669 node 14
Max Y-displacement : 4.55 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -18.9306
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.41088 a(u^h,u^h) = 19.4558242
External energy: ((f,u^h)+(t,u^h))^0.5 : -4.41079 (f,u)+(t,u) = 19.45504826
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.458
Pressure norm, L2: (p^h,p^h)^0.5 : 5.1828 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.12053 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.72084
Node #7: sol1 = -2.081171e+00 0.000000e+00
sol2 = 7.098192e-01 1.576446e+00 1.124376e+00 -3.151552e-02 7.527369e-01
reac = 0.000000e+00 2.795178e-01
Node #85: sol1 = 0.000000e+00 4.550000e+00
sol2 = -1.285250e-02 6.983374e-01 3.596903e-01 0.000000e+00 6.161417e-01
reac = -6.248497e-04 -2.772431e-01
step=92 time=4.6
Primary solution summary: L2-norm : 2.06202
Max X-displacement : 2.14243 node 14
Max Y-displacement : 4.6 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -19.0124
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.43428 a(u^h,u^h) = 19.66286832
External energy: ((f,u^h)+(t,u^h))^0.5 : -4.43423 (f,u)+(t,u) = 19.66239097
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.4302
Pressure norm, L2: (p^h,p^h)^0.5 : 5.17529 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.09215 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.68608
Node #7: sol1 = -2.136189e+00 0.000000e+00
sol2 = 7.937666e-01 1.661255e+00 1.208648e+00 -3.022567e-02 7.533252e-01
reac = 0.000000e+00 2.771849e-01
Node #85: sol1 = 0.000000e+00 4.600000e+00
sol2 = -1.285322e-02 6.936242e-01 3.583253e-01 0.000000e+00 6.120903e-01
reac = -6.299449e-04 -2.754109e-01
step=93 time=4.65
Primary solution summary: L2-norm : 2.09337
Max X-displacement : 2.19846 node 14
Max Y-displacement : 4.65 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -19.0882
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.45741 a(u^h,u^h) = 19.86850049
External energy: ((f,u^h)+(t,u^h))^0.5 : -4.45739 (f,u)+(t,u) = 19.86834406
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.4016
Pressure norm, L2: (p^h,p^h)^0.5 : 5.16771 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.06267 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.64997
Node #7: sol1 = -2.191541e+00 0.000000e+00
sol2 = 8.792257e-01 1.747660e+00 1.294539e+00 -2.825673e-02 7.539139e-01
reac = 0.000000e+00 2.745688e-01
Node #85: sol1 = 0.000000e+00 4.650000e+00
sol2 = -1.285476e-02 6.887915e-01 3.569254e-01 0.000000e+00 6.079391e-01
reac = -6.317229e-04 -2.735308e-01
step=94 time=4.7
Primary solution summary: L2-norm : 2.12482
Max X-displacement : 2.25478 node 14
Max Y-displacement : 4.7 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -19.1577
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.48025 a(u^h,u^h) = 20.07268267
External energy: ((f,u^h)+(t,u^h))^0.5 : -4.48028 (f,u)+(t,u) = 20.07287108
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.3723
Pressure norm, L2: (p^h,p^h)^0.5 : 5.16005 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.03205 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.61247
Node #7: sol1 = -2.247253e+00 0.000000e+00
sol2 = 9.656689e-01 1.835133e+00 1.381523e+00 -2.544852e-02 7.545036e-01
reac = 0.000000e+00 2.716340e-01
Node #85: sol1 = 0.000000e+00 4.700000e+00
sol2 = -1.285728e-02 6.838369e-01 3.554900e-01 0.000000e+00 6.036863e-01
reac = -6.301920e-04 -2.716027e-01
step=95 time=4.75
Primary solution summary: L2-norm : 2.15636
Max X-displacement : 2.31138 node 14
Max Y-displacement : 4.75 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -19.2207
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.50282 a(u^h,u^h) = 20.27537584
External energy: ((f,u^h)+(t,u^h))^0.5 : -4.50288 (f,u)+(t,u) = 20.27593519
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.342
Pressure norm, L2: (p^h,p^h)^0.5 : 5.15228 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 7.00026 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.57354
Node #7: sol1 = -2.303347e+00 0.000000e+00
sol2 = 1.052112e+00 1.922698e+00 1.468702e+00 -2.148577e-02 7.550984e-01
reac = 0.000000e+00 2.683327e-01
Node #85: sol1 = 0.000000e+00 4.750000e+00
sol2 = -1.285708e-02 6.787572e-01 3.540190e-01 0.000000e+00 5.993260e-01
reac = -6.251691e-04 -2.696256e-01
step=96 time=4.8
Primary solution summary: L2-norm : 2.188
Max X-displacement : 2.36826 node 14
Max Y-displacement : 4.8 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -19.2772
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.5251 a(u^h,u^h) = 20.47654021
External energy: ((f,u^h)+(t,u^h))^0.5 : -4.52521 (f,u)+(t,u) = 20.47749893
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.3109
Pressure norm, L2: (p^h,p^h)^0.5 : 5.14436 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.96727 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.53313
Node #7: sol1 = -2.359864e+00 0.000000e+00
sol2 = 1.137192e+00 2.008957e+00 1.554775e+00 -1.605788e-02 7.557045e-01
reac = 0.000000e+00 2.646145e-01
Node #85: sol1 = 0.000000e+00 4.800000e+00
sol2 = -1.285063e-02 6.735507e-01 3.525132e-01 0.000000e+00 5.948540e-01
reac = -6.174062e-04 -2.675981e-01
step=97 time=4.85
Primary solution summary: L2-norm : 2.21972
Max X-displacement : 2.42539 node 14
Max Y-displacement : 4.85 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -19.3269
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.5471 a(u^h,u^h) = 20.67613445
External energy: ((f,u^h)+(t,u^h))^0.5 : -4.54725 (f,u)+(t,u) = 20.67752399
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.2786
Pressure norm, L2: (p^h,p^h)^0.5 : 5.13618 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.93301 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.49117
Node #7: sol1 = -2.416845e+00 0.000000e+00
sol2 = 1.218719e+00 2.091655e+00 1.637691e+00 -8.632809e-03 7.563344e-01
reac = 0.000000e+00 2.604086e-01
Node #85: sol1 = 0.000000e+00 4.850000e+00
sol2 = -1.283911e-02 6.682124e-01 3.509707e-01 0.000000e+00 5.902673e-01
reac = -6.074078e-04 -2.655189e-01
step=98 time=4.9
Primary solution summary: L2-norm : 2.25153
Max X-displacement : 2.48275 node 14
Max Y-displacement : 4.9 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -19.3695
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.56882 a(u^h,u^h) = 20.87411657
External energy: ((f,u^h)+(t,u^h))^0.5 : -4.56902 (f,u)+(t,u) = 20.87597113
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.2451
Pressure norm, L2: (p^h,p^h)^0.5 : 5.12762 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.89743 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.44759
Node #7: sol1 = -2.474357e+00 0.000000e+00
sol2 = 1.293555e+00 2.167470e+00 1.714421e+00 1.308803e-03 7.570073e-01
reac = 0.000000e+00 2.556463e-01
Node #85: sol1 = 0.000000e+00 4.900000e+00
sol2 = -1.282542e-02 6.627376e-01 3.493893e-01 0.000000e+00 5.855647e-01
reac = -5.961123e-04 -2.633863e-01
step=99 time=4.95
Primary solution summary: L2-norm : 2.28342
Max X-displacement : 2.54035 node 14
Max Y-displacement : 4.95 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -19.4049
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.59026 a(u^h,u^h) = 21.07044376
External energy: ((f,u^h)+(t,u^h))^0.5 : -4.59051 (f,u)+(t,u) = 21.07279988
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.2101
Pressure norm, L2: (p^h,p^h)^0.5 : 5.11856 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.8605 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.40237
Node #7: sol1 = -2.532491e+00 0.000000e+00
sol2 = 1.357991e+00 2.232352e+00 1.781222e+00 1.421672e-02 7.577475e-01
reac = 0.000000e+00 2.502615e-01
Node #85: sol1 = 0.000000e+00 4.950000e+00
sol2 = -1.281166e-02 6.571214e-01 3.477669e-01 0.000000e+00 5.807441e-01
reac = -5.839939e-04 -2.611987e-01
step=100 time=5
Primary solution summary: L2-norm : 2.31541
Max X-displacement : 2.59814 node 14
Max Y-displacement : 5 node 85
Total reaction forces: Sum(R) = 0 0
displacement\*reactions: (R,u) = -19.4328
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.61141 a(u^h,u^h) = 21.26507166
External energy: ((f,u^h)+(t,u^h))^0.5 : -4.61172 (f,u)+(t,u) = 21.26796831
Stress norm, L2: (sigma^h,sigma^h)^0.5 : 11.1733
Pressure norm, L2: (p^h,p^h)^0.5 : 5.10881 (p^h = trace(sigma^h)/3)
Deviatoric stress norm: (s^d,s^d)^0.5 : 6.82219 (s^d = sigma^h - p^h\*I)
Stress norm, von Mises: vm(sigma^h) : 8.35544
Node #7: sol1 = -2.591352e+00 0.000000e+00
sol2 = 1.407041e+00 2.280759e+00 1.833048e+00 3.058097e-02 7.585913e-01
reac = 0.000000e+00 2.441914e-01
Node #85: sol1 = 0.000000e+00 5.000000e+00
sol2 = -1.279801e-02 6.513579e-01 3.461019e-01 0.000000e+00 5.758009e-01
reac = -5.713665e-04 -2.589538e-01
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