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Regression test adjustments

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git-svn-id: http://svn.sintef.no/trondheim/IFEM/trunk@1115 e10b68d5-8a6e-419e-a041-bce267b0401d
This commit is contained in:
kmo
2011-08-28 13:52:10 +00:00
committed by Knut Morten Okstad
parent d10b334fc7
commit 1a093c5b25
12 changed files with 2523 additions and 318 deletions
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20
Apps/FiniteDefElasticity/Test/Cyl-p2.reg
View File

@@ -36,6 +36,7 @@ Number of elements 32
Number of nodes 198
Number of dofs 594
Number of unknowns 524
step=1 time=0.25
Primary solution summary: L2-norm : 0.831737
Max X-displacement : 2.43104 node 122
Max Y-displacement : 1.00139 node 127
@@ -43,6 +44,11 @@ Number of unknowns 524
Total reaction forces: Sum(R) = 0.000436261 0.0321288 0.132065
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 46.2051 a(u^h,u^h) = 2134.913949
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
step=2 time=0.5
Primary solution summary: L2-norm : 1.86743
Max X-displacement : 5.62165 node 122
Max Y-displacement : 1.99493 node 127
@@ -50,6 +56,11 @@ Number of unknowns 524
Total reaction forces: Sum(R) = 0.00343035 0.470441 0.981058
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 100.663 a(u^h,u^h) = 10133.1296
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
step=3 time=0.75
Primary solution summary: L2-norm : 3.01809
Max X-displacement : 9.29344 node 122
Max Y-displacement : 2.78841 node 127
@@ -57,6 +68,11 @@ Number of unknowns 524
Total reaction forces: Sum(R) = 0.000854942 0.503352 0.225431
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 159.019 a(u^h,u^h) = 25286.90965
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
step=4 time=1
Primary solution summary: L2-norm : 4.1633
Max X-displacement : 12.8109 node 188
Max Y-displacement : 3.25394 node 61
@@ -64,3 +80,7 @@ Number of unknowns 524
Total reaction forces: Sum(R) = 0.000995794 1.024 0.142809
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 214.874 a(u^h,u^h) = 46170.95285
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

20
Apps/FiniteDefElasticity/Test/Cyl-p3.reg
View File

@@ -36,6 +36,7 @@ Number of elements 32
Number of nodes 273
Number of dofs 819
Number of unknowns 737
step=1 time=0.25
Primary solution summary: L2-norm : 0.903296
Max X-displacement : 2.63466 node 170
Max Y-displacement : 1.07876 node 175
@@ -43,6 +44,11 @@ Number of unknowns 737
Total reaction forces: Sum(R) = 0.000512131 0.0603447 0.440429
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 48.1001 a(u^h,u^h) = 2313.623376
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
step=2 time=0.5
Primary solution summary: L2-norm : 2.04992
Max X-displacement : 6.17809 node 170
Max Y-displacement : 2.15716 node 175
@@ -50,6 +56,11 @@ Number of unknowns 737
Total reaction forces: Sum(R) = 3.85263e-05 0.0418855 0.0375298
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 105.725 a(u^h,u^h) = 11177.74429
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
step=3 time=0.75
Primary solution summary: L2-norm : 3.34713
Max X-displacement : 10.325 node 261
Max Y-displacement : 2.99164 node 175
@@ -57,6 +68,11 @@ Number of unknowns 737
Total reaction forces: Sum(R) = 0.00295332 3.65946 2.95705
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 168.195 a(u^h,u^h) = 28289.63573
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
step=4 time=1
Primary solution summary: L2-norm : 4.65727
Max X-displacement : 14.2944 node 261
Max Y-displacement : 3.4005 node 84
@@ -64,3 +80,7 @@ Number of unknowns 737
Total reaction forces: Sum(R) = 3.96267e-06 0.0917269 0.00016515
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 227.813 a(u^h,u^h) = 51898.73839
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

5
Apps/FiniteDefElasticity/Test/Cyl-p4.reg
View File

@@ -36,6 +36,7 @@ Number of elements 32
Number of nodes 480
Number of dofs 1440
Number of unknowns 1315
step=1 time=0.25
Primary solution summary: L2-norm : 0.92118
Max X-displacement : 2.68426 node 226
Max Y-displacement : 1.09407 node 233
@@ -43,3 +44,7 @@ Number of unknowns 1315
Total reaction forces: Sum(R) = 0.000246156 0.0476587 0.595646
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 48.6214 a(u^h,u^h) = 2364.042118
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

126
Apps/FiniteDefElasticity/Test/FBlock-h8x2-Q4P3.reg
View File

@@ -1,7 +1,5 @@
FBlock-h8x2-Q4P3.inp -2Dpstrain -MX 3 -nGauss 5 -lagrange
>>> Spline FEM Finite Deformation Nonlinear solver <<<
======================================================
Input file: FBlock-h8x2-Q4P3.inp
Equation solver: 2
Number of Gauss points: 5
@@ -41,6 +39,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -4
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.070414 a(u^h,u^h) = 0.004958129428
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
step=2 time=2
Primary solution summary: L2-norm : 0.00328181
Max X-displacement : 0.0055198 node 25
@@ -48,6 +50,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -8
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.140495 a(u^h,u^h) = 0.01973880444
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
step=3 time=3
Primary solution summary: L2-norm : 0.00491442
Max X-displacement : 0.00828012 node 25
@@ -55,6 +61,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -12
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.210258 a(u^h,u^h) = 0.04420824834
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
step=4 time=4
Primary solution summary: L2-norm : 0.00654176
Max X-displacement : 0.0110409 node 25
@@ -62,6 +72,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -16
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.279717 a(u^h,u^h) = 0.07824135274
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
step=5 time=5
Primary solution summary: L2-norm : 0.00816404
Max X-displacement : 0.0138022 node 25
@@ -69,6 +83,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -20
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.348886 a(u^h,u^h) = 0.1217212216
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
step=6 time=6
Primary solution summary: L2-norm : 0.00978146
Max X-displacement : 0.0165641 node 25
@@ -76,6 +94,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -24
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.417778 a(u^h,u^h) = 0.1745387517
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
step=7 time=7
Primary solution summary: L2-norm : 0.0113942
Max X-displacement : 0.0193268 node 25
@@ -83,6 +105,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -28
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.486407 a(u^h,u^h) = 0.2365922503
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
step=8 time=8
Primary solution summary: L2-norm : 0.0130024
Max X-displacement : 0.0220902 node 25
@@ -90,6 +116,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -32
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.554786 a(u^h,u^h) = 0.3077870894
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
step=9 time=9
Primary solution summary: L2-norm : 0.0146062
Max X-displacement : 0.0248544 node 25
@@ -97,6 +127,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -36
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.622925 a(u^h,u^h) = 0.3880353997
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
step=10 time=10
Primary solution summary: L2-norm : 0.0162058
Max X-displacement : 0.0276196 node 25
@@ -104,6 +138,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -40
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.690837 a(u^h,u^h) = 0.477255805
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
step=11 time=11
Primary solution summary: L2-norm : 0.0178013
Max X-displacement : 0.0303856 node 25
@@ -111,6 +149,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -44
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.758534 a(u^h,u^h) = 0.5753732033
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
step=12 time=12
Primary solution summary: L2-norm : 0.0193928
Max X-displacement : 0.0331526 node 25
@@ -118,6 +160,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -48
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.826026 a(u^h,u^h) = 0.6823185991
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
step=13 time=13
Primary solution summary: L2-norm : 0.0209805
Max X-displacement : 0.0359205 node 25
@@ -125,6 +171,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -52
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.893325 a(u^h,u^h) = 0.7980289975
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
step=14 time=14
Primary solution summary: L2-norm : 0.0225646
Max X-displacement : 0.0386894 node 25
@@ -132,6 +182,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -56
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.960441 a(u^h,u^h) = 0.9224473756
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
step=15 time=15
Primary solution summary: L2-norm : 0.024145
Max X-displacement : 0.0414592 node 25
@@ -139,6 +193,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -60
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.02739 a(u^h,u^h) = 1.055522751
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
step=16 time=16
Primary solution summary: L2-norm : 0.0257219
Max X-displacement : 0.04423 node 9
@@ -146,6 +204,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -64
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.09417 a(u^h,u^h) = 1.197210385
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
step=17 time=17
Primary solution summary: L2-norm : 0.0272954
Max X-displacement : 0.0470016 node 25
@@ -153,6 +215,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -68
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.16081 a(u^h,u^h) = 1.347472168
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
step=18 time=18
Primary solution summary: L2-norm : 0.0288657
Max X-displacement : 0.0497742 node 25
@@ -160,6 +226,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -72
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.2273 a(u^h,u^h) = 1.506277275
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
step=19 time=19
Primary solution summary: L2-norm : 0.0304327
Max X-displacement : 0.0525476 node 25
@@ -167,6 +237,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -76
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.29368 a(u^h,u^h) = 1.673603213
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
step=20 time=20
Primary solution summary: L2-norm : 0.0319965
Max X-displacement : 0.0553217 node 25
@@ -174,6 +248,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -80
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.35994 a(u^h,u^h) = 1.849437497
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
step=21 time=21
Primary solution summary: L2-norm : 0.0335573
Max X-displacement : 0.0580966 node 25
@@ -181,6 +259,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -84
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.42611 a(u^h,u^h) = 2.033780294
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
step=22 time=22
Primary solution summary: L2-norm : 0.0351151
Max X-displacement : 0.0608721 node 25
@@ -188,6 +270,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -88
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.4922 a(u^h,u^h) = 2.226648711
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
step=23 time=23
Primary solution summary: L2-norm : 0.03667
Max X-displacement : 0.0636482 node 25
@@ -195,6 +281,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -92
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.55823 a(u^h,u^h) = 2.42808389
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
step=24 time=24
Primary solution summary: L2-norm : 0.038222
Max X-displacement : 0.0664248 node 9
@@ -202,6 +292,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -96
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.62424 a(u^h,u^h) = 2.638163174
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
step=25 time=25
Primary solution summary: L2-norm : 0.0397714
Max X-displacement : 0.0692019 node 9
@@ -209,6 +303,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -100
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.69027 a(u^h,u^h) = 2.857021868
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
step=26 time=26
Primary solution summary: L2-norm : 0.0413182
Max X-displacement : 0.0719794 node 25
@@ -216,6 +314,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -104
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.75639 a(u^h,u^h) = 3.084894308
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
step=27 time=27
Primary solution summary: L2-norm : 0.0428627
Max X-displacement : 0.0747576 node 25
@@ -223,6 +325,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -108
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.82269 a(u^h,u^h) = 3.322196504
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
step=28 time=28
Primary solution summary: L2-norm : 0.0444052
Max X-displacement : 0.0775367 node 25
@@ -230,6 +336,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -112
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.88937 a(u^h,u^h) = 3.569706445
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
step=29 time=29
Primary solution summary: L2-norm : 0.0459467
Max X-displacement : 0.0803179 node 25
@@ -237,6 +347,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -116
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.95678 a(u^h,u^h) = 3.829000634
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
step=30 time=30
Primary solution summary: L2-norm : 0.047489
Max X-displacement : 0.0831043 node 9
@@ -244,6 +358,10 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -120
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.02575 a(u^h,u^h) = 4.103678916
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
step=31 time=31
Primary solution summary: L2-norm : 0.0490378
Max X-displacement : 0.0859065 node 25
@@ -251,4 +369,8 @@ Number of unknowns 543
Total reaction forces: Sum(R) = 0 -124
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.09853 a(u^h,u^h) = 4.403827318
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
step=32 time=32

112
Apps/FiniteDefElasticity/Test/FBlock-h8x2-Q4Q3.reg
View File

@@ -1,7 +1,5 @@
FBlock-h8x2-Q4Q3.inp -2Dpstrain -mixed -nGauss 5 -lagrange
>>> Spline FEM Finite Deformation Nonlinear solver <<<
======================================================
Input file: FBlock-h8x2-Q4Q3.inp
Equation solver: 2
Number of Gauss points: 5
@@ -33,6 +31,8 @@ Resolving Dirichlet boundary conditions
Number of elements 16
Number of nodes 472
Number of dofs 944
Number of D-dofs 594
Number of P-dofs 350
Number of unknowns 893
step=1 time=1
Primary solution summary: L2-norm : 0.00163546
@@ -41,6 +41,10 @@ Number of unknowns 893
Total reaction forces: Sum(R) = 0 -4
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.0704264 a(u^h,u^h) = 0.004959877948
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
step=2 time=2
Primary solution summary: L2-norm : 0.0032649
Max X-displacement : 0.00552068 node 9
@@ -48,6 +52,10 @@ Number of unknowns 893
Total reaction forces: Sum(R) = 0 -8
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.140523 a(u^h,u^h) = 0.01974669135
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
step=3 time=3
Primary solution summary: L2-norm : 0.00488855
Max X-displacement : 0.00828143 node 9
@@ -55,6 +63,10 @@ Number of unknowns 893
Total reaction forces: Sum(R) = 0 -12
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.210304 a(u^h,u^h) = 0.0442279631
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
step=4 time=4
Primary solution summary: L2-norm : 0.00650661
Max X-displacement : 0.0110426 node 25
@@ -62,6 +74,10 @@ Number of unknowns 893
Total reaction forces: Sum(R) = 0 -16
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.279785 a(u^h,u^h) = 0.07827982906
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
step=5 time=5
Primary solution summary: L2-norm : 0.00811928
Max X-displacement : 0.0138043 node 9
@@ -69,6 +85,10 @@ Number of unknowns 893
Total reaction forces: Sum(R) = 0 -20
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.348979 a(u^h,u^h) = 0.1217865873
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
step=6 time=6
Primary solution summary: L2-norm : 0.00972677
Max X-displacement : 0.0165665 node 9
@@ -76,6 +96,10 @@ Number of unknowns 893
Total reaction forces: Sum(R) = 0 -24
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.4179 a(u^h,u^h) = 0.1746402976
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
step=7 time=7
Primary solution summary: L2-norm : 0.0113292
Max X-displacement : 0.0193294 node 9
@@ -83,6 +107,10 @@ Number of unknowns 893
Total reaction forces: Sum(R) = 0 -28
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.48656 a(u^h,u^h) = 0.2367404383
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
step=8 time=8
Primary solution summary: L2-norm : 0.0129269
Max X-displacement : 0.022093 node 9
@@ -90,6 +118,10 @@ Number of unknowns 893
Total reaction forces: Sum(R) = 0 -32
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.554972 a(u^h,u^h) = 0.307993627
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
step=9 time=9
Primary solution summary: L2-norm : 0.0145198
Max X-displacement : 0.0248573 node 9
@@ -97,6 +129,10 @@ Number of unknowns 893
Total reaction forces: Sum(R) = 0 -36
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.623148 a(u^h,u^h) = 0.3883134214
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
step=10 time=10
Primary solution summary: L2-norm : 0.0161082
Max X-displacement : 0.0276224 node 9
@@ -104,6 +140,10 @@ Number of unknowns 893
Total reaction forces: Sum(R) = 0 -40
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.691101 a(u^h,u^h) = 0.477620216
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
step=11 time=11
Primary solution summary: L2-norm : 0.0176922
Max X-displacement : 0.0303883 node 25
@@ -111,6 +151,10 @@ Number of unknowns 893
Total reaction forces: Sum(R) = 0 -44
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.758842 a(u^h,u^h) = 0.5758412659
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
step=12 time=12
Primary solution summary: L2-norm : 0.019272
Max X-displacement : 0.033155 node 9
@@ -118,6 +162,10 @@ Number of unknowns 893
Total reaction forces: Sum(R) = 0 -48
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.826384 a(u^h,u^h) = 0.6829108767
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
step=13 time=13
Primary solution summary: L2-norm : 0.0208476
Max X-displacement : 0.0359224 node 9
@@ -125,6 +173,10 @@ Number of unknowns 893
Total reaction forces: Sum(R) = 0 -52
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.89374 a(u^h,u^h) = 0.7987708281
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
step=14 time=14
Primary solution summary: L2-norm : 0.0224192
Max X-displacement : 0.0386907 node 9
@@ -132,6 +184,10 @@ Number of unknowns 893
Total reaction forces: Sum(R) = 0 -56
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.960922 a(u^h,u^h) = 0.9233711276
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
step=15 time=15
Primary solution summary: L2-norm : 0.023987
Max X-displacement : 0.0414597 node 25
@@ -139,6 +195,10 @@ Number of unknowns 893
Total reaction forces: Sum(R) = 0 -60
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.02795 a(u^h,u^h) = 1.056671254
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
step=16 time=16
Primary solution summary: L2-norm : 0.0255509
Max X-displacement : 0.0442294 node 9
@@ -146,6 +206,10 @@ Number of unknowns 893
Total reaction forces: Sum(R) = 0 -64
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.09483 a(u^h,u^h) = 1.198642148
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
step=17 time=17
Primary solution summary: L2-norm : 0.0271111
Max X-displacement : 0.0469998 node 9
@@ -153,6 +217,10 @@ Number of unknowns 893
Total reaction forces: Sum(R) = 0 -68
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.16158 a(u^h,u^h) = 1.34926938
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
step=18 time=18
Primary solution summary: L2-norm : 0.0286678
Max X-displacement : 0.0497708 node 9
@@ -160,6 +228,10 @@ Number of unknowns 893
Total reaction forces: Sum(R) = 0 -72
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.22823 a(u^h,u^h) = 1.508558247
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
step=19 time=19
Primary solution summary: L2-norm : 0.030221
Max X-displacement : 0.0525424 node 9
@@ -167,6 +239,10 @@ Number of unknowns 893
Total reaction forces: Sum(R) = 0 -76
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.29481 a(u^h,u^h) = 1.676542164
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
step=20 time=20
Primary solution summary: L2-norm : 0.0317707
Max X-displacement : 0.0553144 node 9
@@ -174,6 +250,10 @@ Number of unknowns 893
Total reaction forces: Sum(R) = 0 -80
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.36136 a(u^h,u^h) = 1.853296936
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
step=21 time=21
Primary solution summary: L2-norm : 0.0333172
Max X-displacement : 0.0580868 node 25
@@ -181,6 +261,10 @@ Number of unknowns 893
Total reaction forces: Sum(R) = 0 -84
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.42792 a(u^h,u^h) = 2.038966187
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
step=22 time=22
Primary solution summary: L2-norm : 0.0348604
Max X-displacement : 0.0608596 node 9
@@ -188,6 +272,10 @@ Number of unknowns 893
Total reaction forces: Sum(R) = 0 -88
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.49459 a(u^h,u^h) = 2.233809407
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
step=23 time=23
Primary solution summary: L2-norm : 0.0364007
Max X-displacement : 0.0636327 node 9
@@ -195,6 +283,10 @@ Number of unknowns 893
Total reaction forces: Sum(R) = 0 -92
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.56151 a(u^h,u^h) = 2.438300293
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
step=24 time=24
Primary solution summary: L2-norm : 0.0379384
Max X-displacement : 0.0664063 node 9
@@ -202,6 +294,10 @@ Number of unknowns 893
Total reaction forces: Sum(R) = 0 -96
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.62891 a(u^h,u^h) = 2.653351461
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
step=25 time=25
Primary solution summary: L2-norm : 0.0394739
Max X-displacement : 0.0691808 node 9
@@ -209,6 +305,10 @@ Number of unknowns 893
Total reaction forces: Sum(R) = 0 -100
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.69733 a(u^h,u^h) = 2.880919758
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
step=26 time=26
Primary solution summary: L2-norm : 0.0410091
Max X-displacement : 0.0719581 node 9
@@ -216,6 +316,10 @@ Number of unknowns 893
Total reaction forces: Sum(R) = 0 -104
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.7681 a(u^h,u^h) = 3.126169794
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
step=27 time=27
Primary solution summary: L2-norm : 0.042553
Max X-displacement : 0.0747501 node 9
@@ -223,4 +327,8 @@ Number of unknowns 893
Total reaction forces: Sum(R) = 0 -108
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.84749 a(u^h,u^h) = 3.413235226
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
step=28 time=28

218
Apps/FiniteDefElasticity/Test/FBlock-h8x3-Q3P2.reg
View File

@@ -1,7 +1,5 @@
FBlock-h8x3-Q3P2.inp -2Dpstrain -MX 2 -nGauss 4 -lagrange
>>> Spline FEM Finite Deformation Nonlinear solver <<<
======================================================
Input file: FBlock-h8x3-Q3P2.inp
Equation solver: 2
Number of Gauss points: 4
@@ -41,6 +39,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -4
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.0704021 a(u^h,u^h) = 0.004956458371
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
step=2 time=2
Primary solution summary: L2-norm : 0.00328012
Max X-displacement : 0.005524 node 7
@@ -48,6 +50,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -8
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.140471 a(u^h,u^h) = 0.01973213037
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
step=3 time=3
Primary solution summary: L2-norm : 0.00491199
Max X-displacement : 0.00828649 node 7
@@ -55,6 +61,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -12
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.210222 a(u^h,u^h) = 0.04419327941
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
step=4 time=4
Primary solution summary: L2-norm : 0.00653869
Max X-displacement : 0.0110495 node 7
@@ -62,6 +72,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -16
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.279669 a(u^h,u^h) = 0.07821487253
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
step=5 time=5
Primary solution summary: L2-norm : 0.00816039
Max X-displacement : 0.0138131 node 7
@@ -69,6 +83,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -20
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.348827 a(u^h,u^h) = 0.1216801241
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
step=6 time=6
Primary solution summary: L2-norm : 0.00977728
Max X-displacement : 0.0165773 node 7
@@ -76,6 +94,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -24
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.417708 a(u^h,u^h) = 0.1744800708
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
step=7 time=7
Primary solution summary: L2-norm : 0.0113895
Max X-displacement : 0.0193424 node 19
@@ -83,6 +105,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -28
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.486326 a(u^h,u^h) = 0.2365131775
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
step=8 time=8
Primary solution summary: L2-norm : 0.0129973
Max X-displacement : 0.0221083 node 19
@@ -90,6 +116,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -32
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.554694 a(u^h,u^h) = 0.3076849709
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
step=9 time=9
Primary solution summary: L2-norm : 0.0146008
Max X-displacement : 0.0248751 node 19
@@ -97,6 +127,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -36
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.622822 a(u^h,u^h) = 0.3879077015
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
step=10 time=10
Primary solution summary: L2-norm : 0.0162001
Max X-displacement : 0.0276429 node 7
@@ -104,6 +138,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -40
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.690724 a(u^h,u^h) = 0.4771000318
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
step=11 time=11
Primary solution summary: L2-norm : 0.0177954
Max X-displacement : 0.0304117 node 19
@@ -111,6 +149,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -44
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.758411 a(u^h,u^h) = 0.5751867489
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
step=12 time=12
Primary solution summary: L2-norm : 0.0193867
Max X-displacement : 0.0331815 node 7
@@ -118,6 +160,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -48
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.825893 a(u^h,u^h) = 0.6820985024
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
step=13 time=13
Primary solution summary: L2-norm : 0.0209743
Max X-displacement : 0.0359524 node 19
@@ -125,6 +171,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -52
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.893181 a(u^h,u^h) = 0.7977715651
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
step=14 time=14
Primary solution summary: L2-norm : 0.0225582
Max X-displacement : 0.0387244 node 7
@@ -132,6 +182,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -56
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.960285 a(u^h,u^h) = 0.9221476162
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
step=15 time=15
Primary solution summary: L2-norm : 0.0241385
Max X-displacement : 0.0414975 node 7
@@ -139,6 +193,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -60
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.02722 a(u^h,u^h) = 1.055173547
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
step=16 time=16
Primary solution summary: L2-norm : 0.0257153
Max X-displacement : 0.0442717 node 19
@@ -146,6 +204,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -64
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.09398 a(u^h,u^h) = 1.196801289
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
step=17 time=17
Primary solution summary: L2-norm : 0.0272888
Max X-displacement : 0.047047 node 7
@@ -153,6 +215,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -68
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.1606 a(u^h,u^h) = 1.346987664
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
step=18 time=18
Primary solution summary: L2-norm : 0.0288589
Max X-displacement : 0.0498234 node 19
@@ -160,6 +226,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -72
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.22707 a(u^h,u^h) = 1.505694256
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
step=19 time=19
Primary solution summary: L2-norm : 0.0304258
Max X-displacement : 0.0526008 node 19
@@ -167,6 +237,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -76
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.2934 a(u^h,u^h) = 1.67288731
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
step=20 time=20
Primary solution summary: L2-norm : 0.0319895
Max X-displacement : 0.0553792 node 19
@@ -174,6 +248,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -80
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.35961 a(u^h,u^h) = 1.848537658
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
step=21 time=21
Primary solution summary: L2-norm : 0.0335502
Max X-displacement : 0.0581585 node 19
@@ -181,6 +259,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -84
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.4257 a(u^h,u^h) = 2.032620667
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
step=22 time=22
Primary solution summary: L2-norm : 0.0351077
Max X-displacement : 0.0609388 node 19
@@ -188,6 +270,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -88
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.49168 a(u^h,u^h) = 2.225116231
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
step=23 time=23
Primary solution summary: L2-norm : 0.0366623
Max X-displacement : 0.0637199 node 19
@@ -195,6 +281,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -92
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.55757 a(u^h,u^h) = 2.426008797
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
step=24 time=24
Primary solution summary: L2-norm : 0.0382138
Max X-displacement : 0.0665019 node 19
@@ -202,6 +292,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -96
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.62336 a(u^h,u^h) = 2.635287444
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
step=25 time=25
Primary solution summary: L2-norm : 0.0397624
Max X-displacement : 0.0692846 node 19
@@ -209,6 +303,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -100
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.68907 a(u^h,u^h) = 2.852946022
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
step=26 time=26
Primary solution summary: L2-norm : 0.0413081
Max X-displacement : 0.0720679 node 19
@@ -216,6 +314,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -104
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.7547 a(u^h,u^h) = 3.078983369
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
step=27 time=27
Primary solution summary: L2-norm : 0.0428509
Max X-displacement : 0.0748518 node 19
@@ -223,6 +325,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -108
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.82028 a(u^h,u^h) = 3.313403639
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
step=28 time=28
Primary solution summary: L2-norm : 0.0443908
Max X-displacement : 0.0776363 node 7
@@ -230,6 +336,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -112
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.88579 a(u^h,u^h) = 3.556216757
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
step=29 time=29
Primary solution summary: L2-norm : 0.0459278
Max X-displacement : 0.0804211 node 19
@@ -237,6 +347,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -116
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.95127 a(u^h,u^h) = 3.807439069
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
step=30 time=30
Primary solution summary: L2-norm : 0.047462
Max X-displacement : 0.0832063 node 19
@@ -244,6 +358,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -120
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.0167 a(u^h,u^h) = 4.067094248
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
step=31 time=31
Primary solution summary: L2-norm : 0.0489932
Max X-displacement : 0.0859918 node 19
@@ -251,6 +369,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -124
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.08212 a(u^h,u^h) = 4.335214551
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
step=32 time=32
Primary solution summary: L2-norm : 0.0505214
Max X-displacement : 0.0887774 node 7
@@ -258,6 +380,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -128
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.14752 a(u^h,u^h) = 4.611842584
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
step=33 time=33
Primary solution summary: L2-norm : 0.0520467
Max X-displacement : 0.0915632 node 19
@@ -265,6 +391,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -132
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.21292 a(u^h,u^h) = 4.897033787
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
step=34 time=34
Primary solution summary: L2-norm : 0.0535691
Max X-displacement : 0.0943491 node 19
@@ -272,6 +402,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -136
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.27835 a(u^h,u^h) = 5.190859959
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
step=35 time=35
Primary solution summary: L2-norm : 0.0550883
Max X-displacement : 0.097135 node 19
@@ -279,6 +413,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -140
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.3438 a(u^h,u^h) = 5.493414316
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
step=36 time=36
Primary solution summary: L2-norm : 0.0566045
Max X-displacement : 0.099921 node 19
@@ -286,6 +424,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -144
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.40932 a(u^h,u^h) = 5.804818797
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
step=37 time=37
Primary solution summary: L2-norm : 0.0581176
Max X-displacement : 0.102707 node 19
@@ -293,6 +435,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -148
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.47492 a(u^h,u^h) = 6.125234728
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
step=38 time=38
Primary solution summary: L2-norm : 0.0596274
Max X-displacement : 0.105494 node 19
@@ -300,6 +446,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -152
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.54065 a(u^h,u^h) = 6.454878484
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
step=39 time=39
Primary solution summary: L2-norm : 0.0611339
Max X-displacement : 0.10828 node 19
@@ -307,6 +457,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -156
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.60654 a(u^h,u^h) = 6.79404453
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
step=40 time=40
Primary solution summary: L2-norm : 0.0626371
Max X-displacement : 0.111068 node 19
@@ -314,6 +468,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -160
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.67267 a(u^h,u^h) = 7.1431392
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
step=41 time=41
Primary solution summary: L2-norm : 0.0641369
Max X-displacement : 0.113858 node 19
@@ -321,6 +479,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -164
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.73911 a(u^h,u^h) = 7.50272945
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
step=42 time=42
Primary solution summary: L2-norm : 0.0656332
Max X-displacement : 0.116649 node 19
@@ -328,6 +490,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -168
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.806 a(u^h,u^h) = 7.873611063
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
step=43 time=43
Primary solution summary: L2-norm : 0.0671261
Max X-displacement : 0.119445 node 19
@@ -335,6 +501,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -172
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.87348 a(u^h,u^h) = 8.256898783
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
step=44 time=44
Primary solution summary: L2-norm : 0.0686157
Max X-displacement : 0.122247 node 19
@@ -342,6 +512,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -176
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.94179 a(u^h,u^h) = 8.654134737
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
step=45 time=45
Primary solution summary: L2-norm : 0.0701024
Max X-displacement : 0.125057 node 19
@@ -349,6 +523,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -180
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.01121 a(u^h,u^h) = 9.067401165
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
step=46 time=46
Primary solution summary: L2-norm : 0.0715867
Max X-displacement : 0.127878 node 19
@@ -356,6 +534,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -184
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.08211 a(u^h,u^h) = 9.499417261
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
step=47 time=47
Primary solution summary: L2-norm : 0.0730696
Max X-displacement : 0.130717 node 19
@@ -363,6 +545,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -188
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.15494 a(u^h,u^h) = 9.953620319
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
step=48 time=48
Primary solution summary: L2-norm : 0.0745524
Max X-displacement : 0.133577 node 19
@@ -370,6 +556,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -192
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.23022 a(u^h,u^h) = 10.43430438
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
step=49 time=49
Primary solution summary: L2-norm : 0.0760371
Max X-displacement : 0.136467 node 19
@@ -377,6 +567,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -196
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.30863 a(u^h,u^h) = 10.9470174
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
step=50 time=50
Primary solution summary: L2-norm : 0.0775267
Max X-displacement : 0.139396 node 19
@@ -384,6 +578,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -200
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.3911 a(u^h,u^h) = 11.49959167
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
step=51 time=51
Primary solution summary: L2-norm : 0.0790263
Max X-displacement : 0.142383 node 19
@@ -391,6 +589,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -204
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.47915 a(u^h,u^h) = 12.10446901
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
step=52 time=52
Primary solution summary: L2-norm : 0.0805448
Max X-displacement : 0.145456 node 19
@@ -398,6 +600,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -208
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.57538 a(u^h,u^h) = 12.78336663
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
step=53 time=53
Primary solution summary: L2-norm : 0.0820979
Max X-displacement : 0.148661 node 7
@@ -405,6 +611,10 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -212
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.68411 a(u^h,u^h) = 13.57265518
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
step=54 time=54
Primary solution summary: L2-norm : 0.0837008
Max X-displacement : 0.152022 node 7
@@ -412,4 +622,8 @@ Number of unknowns 455
Total reaction forces: Sum(R) = 0 -216
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.80788 a(u^h,u^h) = 14.49992948
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
step=55 time=55

140
Apps/FiniteDefElasticity/Test/FBlock-h8x3-Q3Q2.reg
View File

@@ -1,7 +1,5 @@
FBlock-h8x3-Q3Q2.inp -2Dpstrain -mixed -nGauss 4 -lagrange
>>> Spline FEM Finite Deformation Nonlinear solver <<<
======================================================
Input file: FBlock-h8x3-Q3Q2.inp
Equation solver: 2
Number of Gauss points: 4
@@ -33,6 +31,8 @@ Resolving Dirichlet boundary conditions
Number of elements 24
Number of nodes 369
Number of dofs 738
Number of D-dofs 500
Number of P-dofs 238
Number of unknowns 693
step=1 time=1
Primary solution summary: L2-norm : 0.00163426
@@ -41,6 +41,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -4
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.0706448 a(u^h,u^h) = 0.004990692447
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
step=2 time=2
Primary solution summary: L2-norm : 0.00326272
Max X-displacement : 0.00552287 node 19
@@ -48,6 +52,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -8
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.140993 a(u^h,u^h) = 0.01987902741
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
step=3 time=3
Primary solution summary: L2-norm : 0.00488561
Max X-displacement : 0.0082847 node 19
@@ -55,6 +63,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -12
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.211063 a(u^h,u^h) = 0.04454771896
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
step=4 time=4
Primary solution summary: L2-norm : 0.00650313
Max X-displacement : 0.0110469 node 19
@@ -62,6 +74,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -16
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.280875 a(u^h,u^h) = 0.07889058683
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
step=5 time=5
Primary solution summary: L2-norm : 0.00811549
Max X-displacement : 0.0138095 node 19
@@ -69,6 +85,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -20
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.350446 a(u^h,u^h) = 0.1228127175
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
step=6 time=6
Primary solution summary: L2-norm : 0.00972287
Max X-displacement : 0.0165726 node 7
@@ -76,6 +96,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -24
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.419799 a(u^h,u^h) = 0.1762308564
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
step=7 time=7
Primary solution summary: L2-norm : 0.0113255
Max X-displacement : 0.0193363 node 19
@@ -83,6 +107,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -28
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.488952 a(u^h,u^h) = 0.2390740922
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
step=8 time=8
Primary solution summary: L2-norm : 0.0129235
Max X-displacement : 0.0221004 node 19
@@ -90,6 +118,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -32
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.557929 a(u^h,u^h) = 0.3112849159
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
step=9 time=9
Primary solution summary: L2-norm : 0.0145171
Max X-displacement : 0.0248651 node 19
@@ -97,6 +129,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -36
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.626754 a(u^h,u^h) = 0.3928207608
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
step=10 time=10
Primary solution summary: L2-norm : 0.0161064
Max X-displacement : 0.0276304 node 19
@@ -104,6 +140,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -40
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.695454 a(u^h,u^h) = 0.4836561634
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
step=11 time=11
Primary solution summary: L2-norm : 0.0176916
Max X-displacement : 0.0303961 node 19
@@ -111,6 +151,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -44
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.764059 a(u^h,u^h) = 0.5837857248
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
step=12 time=12
Primary solution summary: L2-norm : 0.0192729
Max X-displacement : 0.0331623 node 19
@@ -118,6 +162,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -48
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.832603 a(u^h,u^h) = 0.6932280947
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
step=13 time=13
Primary solution summary: L2-norm : 0.0208504
Max X-displacement : 0.0359289 node 19
@@ -125,6 +173,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -52
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.901128 a(u^h,u^h) = 0.8120312425
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
step=14 time=14
Primary solution summary: L2-norm : 0.0224243
Max X-displacement : 0.0386959 node 19
@@ -132,6 +184,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -56
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.96968 a(u^h,u^h) = 0.9402793015
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
step=15 time=15
Primary solution summary: L2-norm : 0.0239948
Max X-displacement : 0.0414632 node 19
@@ -139,6 +195,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -60
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.03832 a(u^h,u^h) = 1.07810124
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
step=16 time=16
Primary solution summary: L2-norm : 0.025562
Max X-displacement : 0.0442307 node 19
@@ -146,6 +206,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -64
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.1071 a(u^h,u^h) = 1.225681464
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
step=17 time=17
Primary solution summary: L2-norm : 0.0271261
Max X-displacement : 0.0469983 node 19
@@ -153,6 +217,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -68
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.17613 a(u^h,u^h) = 1.383272067
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
step=18 time=18
Primary solution summary: L2-norm : 0.0286874
Max X-displacement : 0.049766 node 19
@@ -160,6 +228,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -72
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.24547 a(u^h,u^h) = 1.551205735
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
step=19 time=19
Primary solution summary: L2-norm : 0.030246
Max X-displacement : 0.0525336 node 19
@@ -167,6 +239,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -76
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.31526 a(u^h,u^h) = 1.729907044
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
step=20 time=20
Primary solution summary: L2-norm : 0.0318021
Max X-displacement : 0.0553011 node 19
@@ -174,6 +250,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -80
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.3856 a(u^h,u^h) = 1.919898316
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
step=21 time=21
Primary solution summary: L2-norm : 0.0333558
Max X-displacement : 0.0580684 node 19
@@ -181,6 +261,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -84
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.45664 a(u^h,u^h) = 2.121794789
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
step=22 time=22
Primary solution summary: L2-norm : 0.0349073
Max X-displacement : 0.0608352 node 19
@@ -188,6 +272,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -88
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.52849 a(u^h,u^h) = 2.336284213
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
step=23 time=23
Primary solution summary: L2-norm : 0.0364565
Max X-displacement : 0.0636014 node 19
@@ -195,6 +283,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -92
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.60128 a(u^h,u^h) = 2.564090235
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
step=24 time=24
Primary solution summary: L2-norm : 0.0380032
Max X-displacement : 0.0663666 node 7
@@ -202,6 +294,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -96
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.67509 a(u^h,u^h) = 2.80592789
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
step=25 time=25
Primary solution summary: L2-norm : 0.0395472
Max X-displacement : 0.0691301 node 7
@@ -209,6 +305,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -100
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.74999 a(u^h,u^h) = 3.062470399
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
step=26 time=26
Primary solution summary: L2-norm : 0.041088
Max X-displacement : 0.0718912 node 7
@@ -216,6 +316,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -104
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.82602 a(u^h,u^h) = 3.334352502
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
step=27 time=27
Primary solution summary: L2-norm : 0.0426252
Max X-displacement : 0.0746488 node 19
@@ -223,6 +327,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -108
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.90322 a(u^h,u^h) = 3.622232533
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
step=28 time=28
Primary solution summary: L2-norm : 0.0441582
Max X-displacement : 0.0774015 node 19
@@ -230,6 +338,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -112
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.98165 a(u^h,u^h) = 3.926929354
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
step=29 time=29
Primary solution summary: L2-norm : 0.0456865
Max X-displacement : 0.0801476 node 19
@@ -237,6 +349,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -116
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.06147 a(u^h,u^h) = 4.249657635
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
step=30 time=30
Primary solution summary: L2-norm : 0.0472098
Max X-displacement : 0.0828846 node 19
@@ -244,6 +360,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -120
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.143 a(u^h,u^h) = 4.592430655
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
step=31 time=31
Primary solution summary: L2-norm : 0.0487279
Max X-displacement : 0.085609 node 19
@@ -251,6 +371,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -124
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.22685 a(u^h,u^h) = 4.958840958
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
step=32 time=32
Primary solution summary: L2-norm : 0.050241
Max X-displacement : 0.0883151 node 19
@@ -258,6 +382,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -128
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.31428 a(u^h,u^h) = 5.355895449
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
step=33 time=33
Primary solution summary: L2-norm : 0.0517508
Max X-displacement : 0.0909915 node 19
@@ -265,6 +393,10 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -132
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.40825 a(u^h,u^h) = 5.799654772
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
step=34 time=34
Primary solution summary: L2-norm : 0.053266
Max X-displacement : 0.0936054 node 19
@@ -272,4 +404,8 @@ Number of unknowns 693
Total reaction forces: Sum(R) = 0 -136
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.51868 a(u^h,u^h) = 6.343740698
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
step=35 time=35

258
Apps/FiniteDefElasticity/Test/FBlock-h9x5-Q2P1.reg
View File

@@ -1,7 +1,5 @@
FBlock-h9x5-Q2P1.inp -2Dpstrain -MX 1 -nGauss 3 -lagrange
>>> Spline FEM Finite Deformation Nonlinear solver <<<
======================================================
Input file: FBlock-h9x5-Q2P1.inp
Equation solver: 2
Number of Gauss points: 3
@@ -42,6 +40,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -4
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.0703093 a(u^h,u^h) = 0.004943401429
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
step=2 time=2
Primary solution summary: L2-norm : 0.00327124
Max X-displacement : 0.00552132 node 5
@@ -49,6 +51,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -8
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.140282 a(u^h,u^h) = 0.01967914583
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
step=3 time=3
Primary solution summary: L2-norm : 0.00489861
Max X-displacement : 0.00828239 node 5
@@ -56,6 +62,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -12
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.209934 a(u^h,u^h) = 0.04407226801
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
step=4 time=4
Primary solution summary: L2-norm : 0.00652077
Max X-displacement : 0.0110439 node 5
@@ -63,6 +73,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -16
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.279278 a(u^h,u^h) = 0.07799637318
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
step=5 time=5
Primary solution summary: L2-norm : 0.00813792
Max X-displacement : 0.0138059 node 5
@@ -70,6 +84,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -20
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.348329 a(u^h,u^h) = 0.1213331664
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
step=6 time=6
Primary solution summary: L2-norm : 0.00975025
Max X-displacement : 0.0165686 node 5
@@ -77,6 +95,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -24
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.4171 a(u^h,u^h) = 0.173972009
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
step=7 time=7
Primary solution summary: L2-norm : 0.011358
Max X-displacement : 0.019332 node 5
@@ -84,6 +106,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -28
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.485602 a(u^h,u^h) = 0.2358095016
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
step=8 time=8
Primary solution summary: L2-norm : 0.0129612
Max X-displacement : 0.0220962 node 5
@@ -91,6 +117,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -32
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.553849 a(u^h,u^h) = 0.3067490908
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
step=9 time=9
Primary solution summary: L2-norm : 0.0145601
Max X-displacement : 0.0248612 node 15
@@ -98,6 +128,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -36
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.621853 a(u^h,u^h) = 0.3867006991
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
step=10 time=10
Primary solution summary: L2-norm : 0.0161549
Max X-displacement : 0.0276271 node 5
@@ -105,6 +139,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -40
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.689623 a(u^h,u^h) = 0.4755803768
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
step=11 time=11
Primary solution summary: L2-norm : 0.0177457
Max X-displacement : 0.030394 node 5
@@ -112,6 +150,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -44
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.757172 a(u^h,u^h) = 0.5733099739
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
step=12 time=12
Primary solution summary: L2-norm : 0.0193327
Max X-displacement : 0.0331619 node 5
@@ -119,6 +161,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -48
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.82451 a(u^h,u^h) = 0.6798168316
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
step=13 time=13
Primary solution summary: L2-norm : 0.0209159
Max X-displacement : 0.0359307 node 5
@@ -126,6 +172,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -52
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.891647 a(u^h,u^h) = 0.7950334918
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
step=14 time=14
Primary solution summary: L2-norm : 0.0224954
Max X-displacement : 0.0387006 node 5
@@ -133,6 +183,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -56
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.958591 a(u^h,u^h) = 0.9188974241
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
step=15 time=15
Primary solution summary: L2-norm : 0.0240715
Max X-displacement : 0.0414715 node 5
@@ -140,6 +194,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -60
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.02535 a(u^h,u^h) = 1.051350768
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
step=16 time=16
Primary solution summary: L2-norm : 0.0256442
Max X-displacement : 0.0442434 node 5
@@ -147,6 +205,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -64
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.09194 a(u^h,u^h) = 1.192340091
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
step=17 time=17
Primary solution summary: L2-norm : 0.0272136
Max X-displacement : 0.0470163 node 5
@@ -154,6 +216,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -68
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.15837 a(u^h,u^h) = 1.341816162
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
step=18 time=18
Primary solution summary: L2-norm : 0.0287797
Max X-displacement : 0.0497902 node 5
@@ -161,6 +227,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -72
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.22464 a(u^h,u^h) = 1.499733736
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
step=19 time=19
Primary solution summary: L2-norm : 0.0303427
Max X-displacement : 0.0525651 node 5
@@ -168,6 +238,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -76
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.29076 a(u^h,u^h) = 1.666051352
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
step=20 time=20
Primary solution summary: L2-norm : 0.0319027
Max X-displacement : 0.0553408 node 5
@@ -175,6 +249,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -80
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.35674 a(u^h,u^h) = 1.840731146
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
step=21 time=21
Primary solution summary: L2-norm : 0.0334597
Max X-displacement : 0.0581174 node 5
@@ -182,6 +260,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -84
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.42258 a(u^h,u^h) = 2.023738669
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
step=22 time=22
Primary solution summary: L2-norm : 0.0350137
Max X-displacement : 0.0608948 node 5
@@ -189,6 +271,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -88
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.4883 a(u^h,u^h) = 2.215042724
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
step=23 time=23
Primary solution summary: L2-norm : 0.0365649
Max X-displacement : 0.0636729 node 5
@@ -196,6 +282,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -92
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.5539 a(u^h,u^h) = 2.414615205
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
step=24 time=24
Primary solution summary: L2-norm : 0.0381133
Max X-displacement : 0.0664518 node 5
@@ -203,6 +293,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -96
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.61939 a(u^h,u^h) = 2.622430953
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
step=25 time=25
Primary solution summary: L2-norm : 0.0396589
Max X-displacement : 0.0692312 node 5
@@ -210,6 +304,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -100
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.68478 a(u^h,u^h) = 2.838467611
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
step=26 time=26
Primary solution summary: L2-norm : 0.0412018
Max X-displacement : 0.0720111 node 5
@@ -217,6 +315,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -104
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.75006 a(u^h,u^h) = 3.062705502
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
step=27 time=27
Primary solution summary: L2-norm : 0.0427419
Max X-displacement : 0.0747914 node 5
@@ -224,6 +326,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -108
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.81525 a(u^h,u^h) = 3.295127503
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
step=28 time=28
Primary solution summary: L2-norm : 0.0442794
Max X-displacement : 0.077572 node 5
@@ -231,6 +337,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -112
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.88035 a(u^h,u^h) = 3.535718931
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
step=29 time=29
Primary solution summary: L2-norm : 0.0458142
Max X-displacement : 0.0803529 node 5
@@ -238,6 +348,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -116
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.94537 a(u^h,u^h) = 3.78446744
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
step=30 time=30
Primary solution summary: L2-norm : 0.0473464
Max X-displacement : 0.0831338 node 5
@@ -245,6 +359,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -120
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.01031 a(u^h,u^h) = 4.041362922
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
step=31 time=31
Primary solution summary: L2-norm : 0.048876
Max X-displacement : 0.0859147 node 5
@@ -252,6 +370,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -124
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.07519 a(u^h,u^h) = 4.306397416
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
step=32 time=32
Primary solution summary: L2-norm : 0.0504029
Max X-displacement : 0.0886955 node 5
@@ -259,6 +381,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -128
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.13999 a(u^h,u^h) = 4.579565024
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
step=33 time=33
Primary solution summary: L2-norm : 0.0519273
Max X-displacement : 0.091476 node 5
@@ -266,6 +392,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -132
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.20474 a(u^h,u^h) = 4.860861838
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
step=34 time=34
Primary solution summary: L2-norm : 0.053449
Max X-displacement : 0.0942561 node 5
@@ -273,6 +403,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -136
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.26942 a(u^h,u^h) = 5.150285868
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
step=35 time=35
Primary solution summary: L2-norm : 0.0549681
Max X-displacement : 0.0970357 node 5
@@ -280,6 +414,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -140
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.33406 a(u^h,u^h) = 5.447836981
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
step=36 time=36
Primary solution summary: L2-norm : 0.0564845
Max X-displacement : 0.0998145 node 5
@@ -287,6 +425,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -144
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.39865 a(u^h,u^h) = 5.753516852
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
step=37 time=37
Primary solution summary: L2-norm : 0.0579983
Max X-displacement : 0.102593 node 5
@@ -294,6 +436,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -148
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.46319 a(u^h,u^h) = 6.067328913
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
step=38 time=38
Primary solution summary: L2-norm : 0.0595094
Max X-displacement : 0.10537 node 5
@@ -301,6 +447,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -152
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.5277 a(u^h,u^h) = 6.389278317
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
step=39 time=39
Primary solution summary: L2-norm : 0.0610179
Max X-displacement : 0.108146 node 5
@@ -308,6 +458,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -156
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.59218 a(u^h,u^h) = 6.719371911
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
step=40 time=40
Primary solution summary: L2-norm : 0.0625236
Max X-displacement : 0.11092 node 5
@@ -315,6 +469,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -160
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.65662 a(u^h,u^h) = 7.057618213
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
step=41 time=41
Primary solution summary: L2-norm : 0.0640265
Max X-displacement : 0.113693 node 5
@@ -322,6 +480,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -164
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.72103 a(u^h,u^h) = 7.404027406
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
step=42 time=42
Primary solution summary: L2-norm : 0.0655266
Max X-displacement : 0.116465 node 5
@@ -329,6 +491,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -168
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.78543 a(u^h,u^h) = 7.758611335
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
step=43 time=43
Primary solution summary: L2-norm : 0.067024
Max X-displacement : 0.119234 node 5
@@ -336,6 +502,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -172
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.8498 a(u^h,u^h) = 8.121383524
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
step=44 time=44
Primary solution summary: L2-norm : 0.0685184
Max X-displacement : 0.122002 node 5
@@ -343,6 +513,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -176
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.91417 a(u^h,u^h) = 8.492359201
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
step=45 time=45
Primary solution summary: L2-norm : 0.0700099
Max X-displacement : 0.124767 node 5
@@ -350,6 +524,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -180
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.97852 a(u^h,u^h) = 8.871555341
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
step=46 time=46
Primary solution summary: L2-norm : 0.0714984
Max X-displacement : 0.127531 node 5
@@ -357,6 +535,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -184
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.04286 a(u^h,u^h) = 9.258990733
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
step=47 time=47
Primary solution summary: L2-norm : 0.072984
Max X-displacement : 0.130291 node 5
@@ -364,6 +546,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -188
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.1072 a(u^h,u^h) = 9.654686061
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
step=48 time=48
Primary solution summary: L2-norm : 0.0744664
Max X-displacement : 0.133049 node 5
@@ -371,6 +557,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -192
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.17154 a(u^h,u^h) = 10.05866402
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
step=49 time=49
Primary solution summary: L2-norm : 0.0759458
Max X-displacement : 0.135805 node 5
@@ -378,6 +568,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -196
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.23588 a(u^h,u^h) = 10.4709495
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
step=50 time=50
Primary solution summary: L2-norm : 0.0774219
Max X-displacement : 0.138557 node 5
@@ -385,6 +579,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -200
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.30024 a(u^h,u^h) = 10.89156974
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
step=51 time=51
Primary solution summary: L2-norm : 0.0788949
Max X-displacement : 0.141306 node 5
@@ -392,6 +590,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -204
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.3646 a(u^h,u^h) = 11.32055471
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
step=52 time=52
Primary solution summary: L2-norm : 0.0803645
Max X-displacement : 0.144052 node 5
@@ -399,6 +601,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -208
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.42898 a(u^h,u^h) = 11.75793747
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
step=53 time=53
Primary solution summary: L2-norm : 0.0818309
Max X-displacement : 0.146794 node 5
@@ -406,6 +612,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -212
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.49339 a(u^h,u^h) = 12.20375485
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
step=54 time=54
Primary solution summary: L2-norm : 0.083294
Max X-displacement : 0.149533 node 5
@@ -413,6 +623,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -216
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.55782 a(u^h,u^h) = 12.65804849
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
step=55 time=55
Primary solution summary: L2-norm : 0.0847538
Max X-displacement : 0.152269 node 5
@@ -420,6 +634,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -220
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.62227 a(u^h,u^h) = 13.12086648
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
step=56 time=56
Primary solution summary: L2-norm : 0.0862104
Max X-displacement : 0.155001 node 5
@@ -427,6 +645,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -224
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.68677 a(u^h,u^h) = 13.59226654
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
step=57 time=57
Primary solution summary: L2-norm : 0.087664
Max X-displacement : 0.157731 node 5
@@ -434,6 +656,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -228
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.75131 a(u^h,u^h) = 14.07232202
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
step=58 time=58
Primary solution summary: L2-norm : 0.0891148
Max X-displacement : 0.160457 node 5
@@ -441,6 +667,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -232
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.81591 a(u^h,u^h) = 14.56113492
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
step=59 time=59
Primary solution summary: L2-norm : 0.0905636
Max X-displacement : 0.163183 node 5
@@ -448,6 +678,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -236
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.88058 a(u^h,u^h) = 15.05886686
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
step=60 time=60
Primary solution summary: L2-norm : 0.0920118
Max X-displacement : 0.16591 node 5
@@ -455,6 +689,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -240
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 3.94535 a(u^h,u^h) = 15.56582304
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
step=61 time=61
Primary solution summary: L2-norm : 0.0934622
Max X-displacement : 0.168645 node 5
@@ -462,6 +700,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -244
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.01033 a(u^h,u^h) = 16.08271815
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
step=62 time=62
Primary solution summary: L2-norm : 0.0949222
Max X-displacement : 0.1714 node 5
@@ -469,6 +711,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -248
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.07575 a(u^h,u^h) = 16.61170137
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
step=63 time=63
Primary solution summary: L2-norm : 0.0964112
Max X-displacement : 0.174216 node 5
@@ -476,6 +722,10 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -252
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.14263 a(u^h,u^h) = 17.16140485
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
step=64 time=64
Primary solution summary: L2-norm : 0.0980007
Max X-displacement : 0.177252 node 5
@@ -483,4 +733,8 @@ Number of unknowns 377
Total reaction forces: Sum(R) = 0 -256
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 4.21752 a(u^h,u^h) = 17.78749981
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
step=65 time=65

132
Apps/FiniteDefElasticity/Test/FBlock-h9x5-Q2Q1.reg
View File

@@ -1,7 +1,5 @@
FBlock-h9x5-Q2Q1.inp -2Dpstrain -mixed -nGauss 3 -lagrange
>>> Spline FEM Finite Deformation Nonlinear solver <<<
======================================================
Input file: FBlock-h9x5-Q2Q1.inp
Equation solver: 2
Number of Gauss points: 3
@@ -34,6 +32,8 @@ Resolving Dirichlet boundary conditions
Number of elements 45
Number of nodes 269
Number of dofs 538
Number of D-dofs 418
Number of P-dofs 120
Number of unknowns 497
step=1 time=1
Primary solution summary: L2-norm : 0.00163985
@@ -42,6 +42,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -4
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.0721792 a(u^h,u^h) = 0.0052098364
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
step=2 time=2
Primary solution summary: L2-norm : 0.00327561
Max X-displacement : 0.00551929 node 5
@@ -49,6 +53,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -8
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.144309 a(u^h,u^h) = 0.02082515376
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
step=3 time=3
Primary solution summary: L2-norm : 0.00490777
Max X-displacement : 0.00827938 node 5
@@ -56,6 +64,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -12
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.216454 a(u^h,u^h) = 0.04685239464
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
step=4 time=4
Primary solution summary: L2-norm : 0.00653691
Max X-displacement : 0.0110398 node 15
@@ -63,6 +75,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -16
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.288691 a(u^h,u^h) = 0.08334271904
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
step=5 time=5
Primary solution summary: L2-norm : 0.00816371
Max X-displacement : 0.0138005 node 15
@@ -70,6 +86,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -20
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.361117 a(u^h,u^h) = 0.1304055569
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
step=6 time=6
Primary solution summary: L2-norm : 0.00978903
Max X-displacement : 0.0165616 node 15
@@ -77,6 +97,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -24
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.433853 a(u^h,u^h) = 0.1882287328
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
step=7 time=7
Primary solution summary: L2-norm : 0.0114139
Max X-displacement : 0.0193231 node 5
@@ -84,6 +108,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -28
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.507058 a(u^h,u^h) = 0.2571082605
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
step=8 time=8
Primary solution summary: L2-norm : 0.0130398
Max X-displacement : 0.022085 node 5
@@ -91,6 +119,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -32
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.580941 a(u^h,u^h) = 0.3374918998
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
step=9 time=9
Primary solution summary: L2-norm : 0.0146686
Max X-displacement : 0.0248476 node 15
@@ -98,6 +130,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -36
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.655775 a(u^h,u^h) = 0.4300407839
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
step=10 time=10
Primary solution summary: L2-norm : 0.0163025
Max X-displacement : 0.0276112 node 5
@@ -105,6 +141,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -40
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.731922 a(u^h,u^h) = 0.5357103442
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
step=11 time=11
Primary solution summary: L2-norm : 0.0179446
Max X-displacement : 0.0303766 node 15
@@ -112,6 +152,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -44
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.809839 a(u^h,u^h) = 0.6558395761
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
step=12 time=12
Primary solution summary: L2-norm : 0.0195983
Max X-displacement : 0.0334686 node 203
@@ -119,6 +163,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -48
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.89006 a(u^h,u^h) = 0.7922075021
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
step=13 time=13
Primary solution summary: L2-norm : 0.0212668
Max X-displacement : 0.0386784 node 203
@@ -126,6 +174,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -52
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 0.973123 a(u^h,u^h) = 0.9469674092
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
step=14 time=14
Primary solution summary: L2-norm : 0.0229521
Max X-displacement : 0.0443377 node 203
@@ -133,6 +185,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -56
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.05941 a(u^h,u^h) = 1.122347734
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
step=15 time=15
Primary solution summary: L2-norm : 0.0246538
Max X-displacement : 0.050305 node 203
@@ -140,6 +196,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -60
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.14896 a(u^h,u^h) = 1.320118274
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
step=16 time=16
Primary solution summary: L2-norm : 0.0263684
Max X-displacement : 0.0564012 node 203
@@ -147,6 +207,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -64
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.2414 a(u^h,u^h) = 1.541075513
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
step=17 time=17
Primary solution summary: L2-norm : 0.0280901
Max X-displacement : 0.0624652 node 203
@@ -154,6 +218,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -68
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.33601 a(u^h,u^h) = 1.78491184
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
step=18 time=18
Primary solution summary: L2-norm : 0.029813
Max X-displacement : 0.0683938 node 203
@@ -161,6 +229,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -72
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.43197 a(u^h,u^h) = 2.050543337
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
step=19 time=19
Primary solution summary: L2-norm : 0.0315321
Max X-displacement : 0.074145 node 203
@@ -168,6 +240,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -76
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.5286 a(u^h,u^h) = 2.336608158
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
step=20 time=20
Primary solution summary: L2-norm : 0.033244
Max X-displacement : 0.0797205 node 203
@@ -175,6 +251,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -80
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.62537 a(u^h,u^h) = 2.641840937
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
step=21 time=21
Primary solution summary: L2-norm : 0.0349464
Max X-displacement : 0.0851453 node 203
@@ -182,6 +262,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -84
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.72199 a(u^h,u^h) = 2.9652483
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
step=22 time=22
Primary solution summary: L2-norm : 0.0366385
Max X-displacement : 0.0904552 node 203
@@ -189,6 +273,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -88
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.81828 a(u^h,u^h) = 3.306153166
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
step=23 time=23
Primary solution summary: L2-norm : 0.03832
Max X-displacement : 0.0956904 node 203
@@ -196,6 +284,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -92
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 1.91421 a(u^h,u^h) = 3.664190276
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
step=24 time=24
Primary solution summary: L2-norm : 0.0399912
Max X-displacement : 0.100894 node 203
@@ -203,6 +295,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -96
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.0098 a(u^h,u^h) = 4.039304773
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
step=25 time=25
Primary solution summary: L2-norm : 0.0416528
Max X-displacement : 0.106115 node 203
@@ -210,6 +306,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -100
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.10518 a(u^h,u^h) = 4.431782855
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
step=26 time=26
Primary solution summary: L2-norm : 0.043306
Max X-displacement : 0.111409 node 203
@@ -217,6 +317,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -104
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.20053 a(u^h,u^h) = 4.842340136
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
step=27 time=27
Primary solution summary: L2-norm : 0.0449524
Max X-displacement : 0.11685 node 203
@@ -224,6 +328,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -108
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.29615 a(u^h,u^h) = 5.272312602
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
step=28 time=28
Primary solution summary: L2-norm : 0.0465946
Max X-displacement : 0.122544 node 203
@@ -231,6 +339,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -112
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.3925 a(u^h,u^h) = 5.724056499
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
step=29 time=29
Primary solution summary: L2-norm : 0.0482367
Max X-displacement : 0.128658 node 203
@@ -238,6 +350,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -116
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.49035 a(u^h,u^h) = 6.201851408
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
step=30 time=30
Primary solution summary: L2-norm : 0.0498864
Max X-displacement : 0.1355 node 203
@@ -245,6 +361,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -120
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.5912 a(u^h,u^h) = 6.714304112
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
step=31 time=31
Primary solution summary: L2-norm : 0.0515628
Max X-displacement : 0.143813 node 203
@@ -252,6 +372,10 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -124
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.69872 a(u^h,u^h) = 7.283065595
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
step=32 time=32
Primary solution summary: L2-norm : 0.0533651
Max X-displacement : 0.157218 node 203
@@ -259,4 +383,8 @@ Number of unknowns 497
Total reaction forces: Sum(R) = 0 -128
Energy norm: |u^h| = a(u^h,u^h)^0.5 : 2.83142 a(u^h,u^h) = 8.016967031
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)
Stress norm, von Mises: vm(sigma^h) : 64.8369
step=33 time=33

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Apps/FiniteDefElasticity/Test/Necking-Q2-Q1.reg
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Apps/FiniteDefElasticity/Test/Necking-Q2P1.reg
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Apps/FiniteDefElasticity/Test/Necking-Q2Q1.reg
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