---------------------------------------------------------------------------- c a u c h y - b o r n c o n s t i t u t i v e m o d e l This program computes the finite deformation constitutive response of an arbitrary multilattice single crystal. The code is based on the local quasicontinuum (QC) method (http://qcmethod.org). The program uses interatomic potentials compatible with the Knowledgebase of Interatomic Models (KIM) project (https://openkim.org). Copyright (C) 2015 E. B. Tadmor ---------------------------------------------------------------------------- Test calculation: Lattice invariance shear of cubic crystal **setting factor** * Default globaltol set to 0.10000E-15 CG global tolerance = 0.10000E-15 **reading material data** Material name 'Cu(bcc)' * Warning: for a simple bravais lattice * Warning: ShuffleOn is reset to ShuffleOn = FALSE material information Bravais lattice vectors: a1 = 2.00000 0.00000 0.00000 a2 = 0.00000 2.00000 0.00000 a3 = 1.00000 1.00000 1.00000 Basis atoms: Number of basis atoms = 1 spec mass reference shift vector 29 1.00 0.00000 0.00000 0.00000 **reading constitutive information** KIM Model name: EAM_Dynamo_Cai_Ye_AlCu__MO_942551040047_004 Maximum cut-off distance: 6.6825000000 **global parameter settings** Number of spatial dimensions = 3 Number of dofs per node = 3 Number of nodes per element = 4 Shuffles optimization = OFF Prefer multilattice stress correction = OFF Optimize F and shuffles concurrently = ACTIVATED Use preconditioned CG optimization = ACTIVATED **optimize lattice parameter** Input lattice vectors 2.0000000000000000 0.0000000000000000 1.0000000000000000 0.0000000000000000 2.0000000000000000 1.0000000000000000 0.0000000000000000 0.0000000000000000 1.0000000000000000 *** WARNING: In mod_poten_kim/Calc_Local: maxncry was increased in getlats, which means that RijList_LC(:,:,1) is now too small. There may be a considerable wait as I rebuild the local neighbor lists. *** WARNING: cgstep detected a warning set by build_on_the_fly: Many neighbors found, be patient this may take a while *** WARNING: cgstep detected a warning set by build_on_the_fly: Many neighbors found, be patient this may take a while *** WARNING: cgstep detected a warning set by build_on_the_fly: Many neighbors found, be patient this may take a while *** WARNING: cgstep detected a warning set by build_on_the_fly: Many neighbors found, be patient this may take a while *** WARNING: cgstep detected a warning set by build_on_the_fly: Many neighbors found, be patient this may take a while Relaxed lattice vectors 2.87238936626969865173 0.00000000000000000000 1.43619468313484932587 0.00000000000000000000 2.87238936626969909582 1.43619468313484954791 0.00000000000000000000 0.00000000000000000000 1.43619468313484954791 **deform crystal** Method: fixed shifts Mode: multiple steps, nsteps = 100 Deformation gradient -1.00000000 -2.00000000 -2.00000000 2.00000000 3.00000000 2.00000000 0.00000000 0.00000000 1.00000000 *** step number: 0 *** Deformation gradient in current step 1.00000000 0.00000000 0.00000000 0.00000000 1.00000000 0.00000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2955521547 Kirchhoff stress -0.74460E-15 0.35638E-17 0.67846E-17 -0.24018E-18 -0.78916E-15 -0.22874E-18 0.80244E-17 0.10156E-17 -0.77941E-15 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85606578 0.86776038 0.86776038 -0.00000000 -0.00000000 -0.00000000 0.86776038 0.85606578 0.86776038 -0.00000000 -0.00000000 -0.00000000 0.86776038 0.86776038 0.85606578 -0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.54751948 0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.00000000 0.54751948 0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.00000000 0.54751948 *** step number: 1 *** Deformation gradient in current step 0.98000000 -0.02000000 -0.02000000 0.02000000 1.02000000 0.02000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2953359111 Kirchhoff stress -0.87484E-03 0.11567E-02 -0.10422E-01 0.11567E-02 -0.10985E-02 0.11617E-01 -0.10422E-01 0.11617E-01 -0.35735E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90845787 0.86475326 0.83880254 -0.02378090 0.02396583 -0.05827843 0.86475326 0.82639891 0.89673300 0.01924651 0.05111434 -0.02646976 0.83880254 0.89673300 0.85454387 -0.00704007 0.04414899 -0.05033051 -0.02378090 0.01924651 -0.00704007 0.54432836 -0.04979378 0.04369418 0.02396583 0.05111434 0.04414899 -0.04979378 0.51837493 -0.00651108 -0.05827843 -0.02646976 -0.05033051 0.04369418 -0.00651108 0.57795599 *** step number: 2 *** Deformation gradient in current step 0.96000000 -0.04000000 -0.04000000 0.04000000 1.04000000 0.04000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2946610067 Kirchhoff stress -0.44938E-02 0.45144E-02 -0.20112E-01 0.45144E-02 -0.35551E-02 0.24758E-01 -0.20112E-01 0.24758E-01 -0.15361E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98854608 0.85627647 0.81249486 -0.04800268 0.04829649 -0.12255898 0.85627647 0.81402036 0.92348118 0.03074476 0.09463417 -0.05804630 0.81249486 0.92348118 0.85053363 -0.02768799 0.08468256 -0.10872533 -0.04800268 0.03074476 -0.02768799 0.53540036 -0.10438762 0.08070539 0.04829649 0.09463417 0.08468256 -0.10438762 0.49257661 -0.02569886 -0.12255898 -0.05804630 -0.10872533 0.08070539 -0.02569886 0.60814465 *** step number: 3 *** Deformation gradient in current step 0.94000000 -0.06000000 -0.06000000 0.06000000 1.06000000 0.06000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2934665539 Kirchhoff stress -0.11613E-01 0.96952E-02 -0.29579E-01 0.96952E-02 -0.68399E-02 0.39653E-01 -0.29579E-01 0.39653E-01 -0.38226E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09918628 0.84385618 0.79117372 -0.06781461 0.07512353 -0.19102751 0.84385618 0.81180067 0.94607039 0.03305605 0.13093829 -0.09780115 0.79117372 0.94607039 0.84606580 -0.06052499 0.12440683 -0.17614884 -0.06781461 0.03305605 -0.06052499 0.52255640 -0.16187932 0.11126165 0.07512353 0.13093829 0.12440683 -0.16187932 0.47209170 -0.05650559 -0.19102751 -0.09780115 -0.17614884 0.11126165 -0.05650559 0.63686117 *** step number: 4 *** Deformation gradient in current step 0.92000000 -0.08000000 -0.08000000 0.08000000 1.08000000 0.08000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2916483397 Kirchhoff stress -0.23048E-01 0.16300E-01 -0.39411E-01 0.16300E-01 -0.10714E-01 0.56365E-01 -0.39411E-01 0.56365E-01 -0.75706E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.24284168 0.82984808 0.77706679 -0.07931649 0.10665492 -0.26195738 0.82984808 0.81365103 0.96377752 0.02462522 0.16131334 -0.14681910 0.77706679 0.96377752 0.84247124 -0.10363391 0.16649208 -0.25332652 -0.07931649 0.02462522 -0.10363391 0.50863949 -0.22055082 0.13651164 0.10665492 0.16131334 0.16649208 -0.22055082 0.45906975 -0.09756040 -0.26195738 -0.14681910 -0.25332652 0.13651164 -0.09756040 0.66399934 *** step number: 5 *** Deformation gradient in current step 0.90000000 -0.10000000 -0.10000000 0.10000000 1.10000000 0.10000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2890848164 Kirchhoff stress -0.39310E-01 0.23608E-01 -0.50162E-01 0.23608E-01 -0.15060E-01 0.75000E-01 -0.50162E-01 0.75000E-01 -0.13349E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.41740745 0.81636740 0.77103567 -0.07767053 0.14335725 -0.33335447 0.81636740 0.81341311 0.97592278 0.00775338 0.18752987 -0.20696499 0.77103567 0.97592278 0.84225698 -0.15450880 0.21354098 -0.34023239 -0.07767053 0.00775338 -0.15450880 0.49642711 -0.27858184 0.15810573 0.14335725 0.18752987 0.21354098 -0.27858184 0.45464526 -0.14699375 -0.33335447 -0.20696499 -0.34023239 0.15810573 -0.14699375 0.68931387 *** step number: 6 *** Deformation gradient in current step 0.88000000 -0.12000000 -0.12000000 0.12000000 1.12000000 0.12000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2856191464 Kirchhoff stress -0.60860E-01 0.30968E-01 -0.62295E-01 0.30968E-01 -0.19993E-01 0.95294E-01 -0.62295E-01 0.95294E-01 -0.21644E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.60985173 0.79566224 0.76306426 -0.05895724 0.18437728 -0.40113735 0.79566224 0.79761572 0.97417153 -0.01511194 0.21033997 -0.27429485 0.76306426 0.97417153 0.84022384 -0.21046474 0.26703833 -0.43365513 -0.05895724 -0.01511194 -0.21046474 0.48929049 -0.33452921 0.17779676 0.18437728 0.21033997 0.26703833 -0.33452921 0.45964543 -0.20299510 -0.40113735 -0.27429485 -0.43365513 0.17779676 -0.20299510 0.71340828 *** step number: 7 *** Deformation gradient in current step 0.86000000 -0.14000000 -0.14000000 0.14000000 1.14000000 0.14000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2810995617 Kirchhoff stress -0.87919E-01 0.37724E-01 -0.76184E-01 0.37724E-01 -0.26011E-01 0.11714E+00 -0.76184E-01 0.11714E+00 -0.33132E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.84395668 0.79650147 0.77913567 -0.02191282 0.23211861 -0.46952192 0.79650147 0.78914119 0.98409056 -0.04224043 0.23464355 -0.35267905 0.77913567 0.98409056 0.86327450 -0.27074850 0.33160242 -0.53750411 -0.02191282 -0.04224043 -0.27074850 0.49036505 -0.38774484 0.19767757 0.23211861 0.23464355 0.33160242 -0.38774484 0.47473358 -0.26462252 -0.46952192 -0.35267905 -0.53750411 0.19767757 -0.26462252 0.73887460 *** step number: 8 *** Deformation gradient in current step 0.84000000 -0.16000000 -0.16000000 0.16000000 1.16000000 0.16000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2753603933 Kirchhoff stress -0.12063E+00 0.43189E-01 -0.92150E-01 0.43189E-01 -0.33700E-01 0.14038E+00 -0.92150E-01 0.14038E+00 -0.48384E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.09923392 0.80657127 0.80360105 0.03702350 0.28444051 -0.53471259 0.80657127 0.77505331 0.99385969 -0.06946091 0.26072881 -0.43742090 0.80360105 0.99385969 0.90090038 -0.33319615 0.40709255 -0.64836436 0.03702350 -0.06946091 -0.33319615 0.50274390 -0.43758567 0.21930356 0.28444051 0.26072881 0.40709255 -0.43758567 0.49967489 -0.33037821 -0.53471259 -0.43742090 -0.64836436 0.21930356 -0.33037821 0.76669995 *** step number: 9 *** Deformation gradient in current step 0.82000000 -0.18000000 -0.18000000 0.18000000 1.18000000 0.18000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2682785217 Kirchhoff stress -0.15858E+00 0.46774E-01 -0.11036E+00 0.46774E-01 -0.43483E-01 0.16482E+00 -0.11036E+00 0.16482E+00 -0.67901E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.36475563 0.82696092 0.83454276 0.11886062 0.34006612 -0.59554950 0.82696092 0.75451688 1.00488237 -0.09259146 0.28964343 -0.52540388 0.83454276 1.00488237 0.95592472 -0.39671044 0.49367895 -0.76496790 0.11886062 -0.09259146 -0.39671044 0.52844454 -0.48385728 0.24374102 0.34006612 0.28964343 0.49367895 -0.48385728 0.53377838 -0.39921608 -0.59554950 -0.52540388 -0.76496790 0.24374102 -0.39921608 0.79784654 *** step number: 10 *** Deformation gradient in current step 0.80000000 -0.20000000 -0.20000000 0.20000000 1.20000000 0.20000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2597149770 Kirchhoff stress -0.20147E+00 0.48053E-01 -0.13095E+00 0.48053E-01 -0.55949E-01 0.19045E+00 -0.13095E+00 0.19045E+00 -0.92055E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.62331326 0.85125590 0.86159756 0.22457024 0.39504650 -0.64801999 0.85125590 0.72396593 1.01259424 -0.10855987 0.32040569 -0.61164666 0.86159756 1.01259424 1.02318418 -0.46065819 0.59095198 -0.88422165 0.22457024 -0.10855987 -0.46065819 0.56963991 -0.52707318 0.27148808 0.39504650 0.32040569 0.59095198 -0.52707318 0.57573665 -0.46996167 -0.64801999 -0.61164666 -0.88422165 0.27148808 -0.46996167 0.83203576 *** step number: 11 *** Deformation gradient in current step 0.78000000 -0.22000000 -0.22000000 0.22000000 1.22000000 0.22000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2495748452 Kirchhoff stress -0.24835E+00 0.46661E-01 -0.15386E+00 0.46661E-01 -0.71622E-01 0.21710E+00 -0.15386E+00 0.21710E+00 -0.12113E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.89458635 0.90474809 0.90822423 0.35118164 0.45397270 -0.70167176 0.90474809 0.70476909 1.03676643 -0.11521376 0.35760148 -0.70072955 0.90822423 1.03676643 1.12486280 -0.52623335 0.70297020 -1.01364668 0.35118164 -0.11521376 -0.52623335 0.62799047 -0.56759371 0.30316158 0.45397270 0.35760148 0.70297020 -0.56759371 0.62533741 -0.54401660 -0.70167176 -0.70072955 -1.01364668 0.30316158 -0.54401660 0.87271491 *** step number: 12 *** Deformation gradient in current step 0.76000000 -0.24000000 -0.24000000 0.24000000 1.24000000 0.24000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2377834123 Kirchhoff stress -0.29848E+00 0.42278E-01 -0.17920E+00 0.42278E-01 -0.91135E-01 0.24484E+00 -0.17920E+00 0.24484E+00 -0.15566E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.14765415 0.97218989 0.95691855 0.49837476 0.51272489 -0.74985862 0.97218989 0.68889301 1.06568811 -0.10785343 0.39810011 -0.78577426 0.95691855 1.06568811 1.25075114 -0.59275897 0.82712347 -1.14817732 0.49837476 -0.10785343 -0.59275897 0.70448267 -0.60584241 0.33835588 0.51272489 0.39810011 0.82712347 -0.60584241 0.68168068 -0.61988825 -0.74985862 -0.78577426 -1.14817732 0.33835588 -0.61988825 0.91834351 *** step number: 13 *** Deformation gradient in current step 0.74000000 -0.26000000 -0.26000000 0.26000000 1.26000000 0.26000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2243073765 Kirchhoff stress -0.35056E+00 0.34895E-01 -0.20686E+00 0.34895E-01 -0.11476E+00 0.27358E+00 -0.20686E+00 0.27358E+00 -0.19584E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.36788101 1.05216259 1.00417332 0.66188772 0.56914872 -0.79075952 1.05216259 0.67763112 1.09813255 -0.08461924 0.44064526 -0.86354514 1.00417332 1.09813255 1.40117347 -0.66068408 0.96229817 -1.28691661 0.66188772 -0.08461924 -0.66068408 0.79948879 -0.64194588 0.37663267 0.56914872 0.44064526 0.96229817 -0.64194588 0.74324834 -0.69692604 -0.79075952 -0.86354514 -1.28691661 0.37663267 -0.69692604 0.96782856 *** step number: 14 *** Deformation gradient in current step 0.72000000 -0.28000000 -0.28000000 0.28000000 1.28000000 0.28000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2091456510 Kirchhoff stress -0.40325E+00 0.24589E-01 -0.23676E+00 0.24589E-01 -0.14293E+00 0.30339E+00 -0.23676E+00 0.30339E+00 -0.24199E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.56138556 1.15581772 1.06188599 0.83621384 0.62696421 -0.83085726 1.15581772 0.68302878 1.14244225 -0.04276738 0.48708888 -0.93715704 1.06188599 1.14244225 1.58763088 -0.73047106 1.11127884 -1.43516799 0.83621384 -0.04276738 -0.73047106 0.91289021 -0.67620302 0.41729015 0.62696421 0.48708888 1.11127884 -0.67620302 0.81030513 -0.77654695 -0.83085726 -0.93715704 -1.43516799 0.41729015 -0.77654695 1.02341593 *** step number: 15 *** Deformation gradient in current step 0.70000000 -0.30000000 -0.30000000 0.30000000 1.30000000 0.30000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1923102371 Kirchhoff stress -0.45524E+00 0.11592E-01 -0.26885E+00 0.11592E-01 -0.17584E+00 0.33429E+00 -0.26885E+00 0.33429E+00 -0.29449E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.70523715 1.27194146 1.11839743 1.01563789 0.68215508 -0.86396223 1.27194146 0.70206266 1.19034933 0.02013130 0.53367818 -1.00154546 1.11839743 1.19034933 1.80513197 -0.80226666 1.27161766 -1.58886455 1.01563789 0.02013130 -0.80226666 1.04362737 -0.70861519 0.45944931 0.68215508 0.53367818 1.27161766 -0.70861519 0.88160615 -0.85689652 -0.86396223 -1.00154546 -1.58886455 0.45944931 -0.85689652 1.08209272 *** step number: 16 *** Deformation gradient in current step 0.68000000 -0.32000000 -0.32000000 0.32000000 1.32000000 0.32000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1738724922 Kirchhoff stress -0.50490E+00 -0.36381E-02 -0.30299E+00 -0.36381E-02 -0.21359E+00 0.36629E+00 -0.30299E+00 0.36629E+00 -0.35370E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.80231325 1.40591042 1.18252839 1.19313306 0.73735222 -0.89480157 1.40591042 0.74428437 1.24707423 0.10600295 0.58148783 -1.05914148 1.18252839 1.24707423 2.06326958 -0.87586703 1.44541476 -1.75209450 1.19313306 0.10600295 -0.87586703 1.18908693 -0.73869031 0.50198564 0.73735222 0.58148783 1.44541476 -0.73869031 0.95758804 -0.93910514 -0.89480157 -1.05914148 -1.75209450 0.50198564 -0.93910514 1.14538540 *** step number: 17 *** Deformation gradient in current step 0.66000000 -0.34000000 -0.34000000 0.34000000 1.34000000 0.34000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1539252718 Kirchhoff stress -0.55084E+00 -0.20459E-01 -0.33920E+00 -0.20459E-01 -0.25595E+00 0.39941E+00 -0.33920E+00 0.39941E+00 -0.41989E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.84126542 1.54891493 1.24776264 1.36026102 0.79159872 -0.91991160 1.54891493 0.80821581 1.30744428 0.21590829 0.62797861 -1.10771555 1.24776264 1.30744428 2.35993311 -0.95082284 1.63118972 -1.92252963 1.36026102 0.21590829 -0.95082284 1.34552049 -0.76629204 0.54420165 0.79159872 0.62797861 1.63118972 -0.76629204 1.03686918 -1.02128182 -0.91991160 -1.10771555 -1.92252963 0.54420165 -1.02128182 1.21081537 *** step number: 18 *** Deformation gradient in current step 0.64000000 -0.36000000 -0.36000000 0.36000000 1.36000000 0.36000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1325786092 Kirchhoff stress -0.59166E+00 -0.38036E-01 -0.37741E+00 -0.38036E-01 -0.30267E+00 0.43362E+00 -0.37741E+00 0.43362E+00 -0.49356E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.81970530 1.69701189 1.31553060 1.50932851 0.84517210 -0.93941233 1.69701189 0.89934320 1.37122137 0.34952282 0.67223890 -1.14705590 1.31553060 1.37122137 2.69970615 -1.02681351 1.82924394 -2.10066762 1.50932851 0.34952282 -1.02681351 1.50793404 -0.79072770 0.58512373 0.84517210 0.67223890 1.82924394 -0.79072770 1.11968783 -1.10307978 -0.93941233 -1.14705590 -2.10066762 0.58512373 -1.10307978 1.27801001 *** step number: 19 *** Deformation gradient in current step 0.62000000 -0.38000000 -0.38000000 0.38000000 1.38000000 0.38000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1099646718 Kirchhoff stress -0.62623E+00 -0.55480E-01 -0.41753E+00 -0.55480E-01 -0.35312E+00 0.46880E+00 -0.41753E+00 0.46880E+00 -0.57510E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.74472136 1.84693589 1.38962532 1.63362104 0.89994137 -0.95512447 1.84693589 1.02225401 1.44028510 0.50656754 0.71479538 -1.17847665 1.38962532 1.44028510 3.08946996 -1.10232227 2.04092775 -2.28804804 1.63362104 0.50656754 -1.10232227 1.66959748 -0.81086446 0.62378928 0.89994137 0.71479538 2.04092775 -0.81086446 1.20617369 -1.18433582 -0.95512447 -1.17847665 -2.28804804 0.62378928 -1.18433582 1.34747930 *** step number: 20 *** Deformation gradient in current step 0.60000000 -0.40000000 -0.40000000 0.40000000 1.40000000 0.40000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.8623520826E-01 Kirchhoff stress -0.65354E+00 -0.71789E-01 -0.45943E+00 -0.71789E-01 -0.40638E+00 0.50485E+00 -0.45943E+00 0.50485E+00 -0.66489E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.61247396 1.98768593 1.46458833 1.72670984 0.95336789 -0.96330269 1.98768593 1.17564221 1.50953043 0.68369300 0.75317759 -1.20081613 1.46458833 1.50953043 3.52854553 -1.17674689 2.26387332 -2.48189831 1.72670984 0.68369300 -1.17674689 1.82341034 -0.82582225 0.65966314 0.95336789 0.75317759 2.26387332 -0.82582225 1.29485722 -1.26280634 -0.96330269 -1.20081613 -2.48189831 0.65966314 -1.26280634 1.41639786 *** step number: 21 *** Deformation gradient in current step 0.58000000 -0.42000000 -0.42000000 0.42000000 1.42000000 0.42000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.6155147306E-01 Kirchhoff stress -0.67286E+00 -0.85910E-01 -0.50298E+00 -0.85910E-01 -0.46126E+00 0.54156E+00 -0.50298E+00 0.54156E+00 -0.76329E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.42932489 2.11230044 1.54094869 1.78414974 1.00519194 -0.96383756 2.11230044 1.35997573 1.57862726 0.87570581 0.78713173 -1.21399492 1.54094869 1.57862726 4.02069066 -1.24860763 2.49781290 -2.68216650 1.78414974 0.87570581 -1.24860763 1.96132313 -0.83445718 0.69215638 1.00519194 0.78713173 2.49781290 -0.83445718 1.38511082 -1.33735412 -0.96383756 -1.21399492 -2.68216650 0.69215638 -1.33735412 1.48429156 *** step number: 22 *** Deformation gradient in current step 0.56000000 -0.44000000 -0.44000000 0.44000000 1.44000000 0.44000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.3603540689E-01 Kirchhoff stress -0.68396E+00 -0.96999E-01 -0.54795E+00 -0.96999E-01 -0.51649E+00 0.57860E+00 -0.54795E+00 0.57860E+00 -0.87076E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.20528886 2.21469707 1.61860996 1.80488808 1.05527810 -0.95637152 2.21469707 1.57574409 1.64728827 1.07707183 0.81681570 -1.21826362 1.61860996 1.64728827 4.56983676 -1.31594648 2.74267048 -2.88831261 1.80488808 1.07707183 -1.31594648 2.07634197 -0.83544645 0.72096200 1.05527810 0.81681570 2.74267048 -0.83544645 1.47588652 -1.40651768 -0.95637152 -1.21826362 -2.88831261 0.72096200 -1.40651768 1.55066192 *** step number: 23 *** Deformation gradient in current step 0.54000000 -0.46000000 -0.46000000 0.46000000 1.46000000 0.46000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.9820133303E-02 Kirchhoff stress -0.68671E+00 -0.10431E+00 -0.59407E+00 -0.10431E+00 -0.57057E+00 0.61559E+00 -0.59407E+00 0.61559E+00 -0.98754E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.94796704 2.28821957 1.69564739 1.78889209 1.10161238 -0.93988253 2.28821957 1.82057638 1.71429935 1.28026541 0.84188576 -1.21286007 1.69564739 1.71429935 5.17898461 -1.37718445 2.99667037 -3.09843802 1.78889209 1.28026541 -1.37718445 2.16203486 -0.82777603 0.74589384 1.10161238 0.84188576 2.99667037 -0.82777603 1.56549192 -1.46863354 -0.93988253 -1.21286007 -3.09843802 0.74589384 -1.46863354 1.61469292 *** step number: 24 *** Deformation gradient in current step 0.52000000 -0.48000000 -0.48000000 0.48000000 1.48000000 0.48000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.1697545695E-01 Kirchhoff stress -0.68133E+00 -0.10729E+00 -0.64088E+00 -0.10729E+00 -0.62168E+00 0.65215E+00 -0.64088E+00 0.65215E+00 -0.11139E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.66584648 2.32696636 1.76921098 1.73843905 1.14167750 -0.91366880 2.32696636 2.08648707 1.77777339 1.47658883 0.86210551 -1.19773974 1.76921098 1.77777339 5.85001644 -1.43075672 3.25736633 -3.31025921 1.73843905 1.47658883 -1.43075672 2.21293974 -0.81098795 0.76710380 1.14167750 0.86210551 3.25736633 -0.81098795 1.65154018 -1.52181364 -0.91366880 -1.19773974 -3.31025921 0.76710380 -1.52181364 1.67514840 *** step number: 25 *** Deformation gradient in current step 0.50000000 -0.50000000 -0.50000000 0.50000000 1.50000000 0.50000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.4426037255E-01 Kirchhoff stress -0.66822E+00 -0.10569E+00 -0.68779E+00 -0.10569E+00 -0.66822E+00 0.68779E+00 -0.68779E+00 0.68779E+00 -0.12499E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.36701965 2.32847721 1.83658494 1.65773159 1.17234114 -0.87772406 2.32847721 2.36701965 1.83658494 1.65773159 0.87772406 -1.17234114 1.83658494 1.83658494 6.58460501 -1.47502687 3.52195818 -3.52195818 1.65773159 1.65773159 -1.47502687 2.22638179 -0.78476501 0.78476501 1.17234114 0.87772406 3.52195818 -0.78476501 1.73110567 -1.56452892 -0.87772406 -1.17234114 -3.52195818 0.78476501 -1.56452892 1.73110567 *** step number: 26 *** Deformation gradient in current step 0.48000000 -0.52000000 -0.52000000 0.52000000 1.52000000 0.52000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.7198042708E-01 Kirchhoff stress -0.64812E+00 -0.99563E-01 -0.73415E+00 -0.99563E-01 -0.70859E+00 0.72198E+00 -0.73415E+00 0.72198E+00 -0.13956E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.06187127 2.29166413 1.89527862 1.55251594 1.19181813 -0.83266790 2.29166413 2.65358472 1.88982106 1.81602536 0.88892392 -1.13603628 1.89527862 1.88982106 7.38468575 -1.50854389 3.78731975 -3.73083993 1.55251594 1.81602536 -1.50854389 2.20111805 -0.74948128 0.79898466 1.19181813 0.88892392 3.78731975 -0.74948128 1.80155110 -1.59542912 -0.83266790 -1.13603628 -3.73083993 0.79898466 -1.59542912 1.78185991 *** step number: 27 *** Deformation gradient in current step 0.46000000 -0.54000000 -0.54000000 0.54000000 1.54000000 0.54000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.1000823592 Kirchhoff stress -0.62174E+00 -0.89176E-01 -0.77914E+00 -0.89176E-01 -0.74130E+00 0.75428E+00 -0.77914E+00 0.75428E+00 -0.15508E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.75767120 2.21880850 1.94276481 1.42866717 1.19786097 -0.78055339 2.21880850 2.93526837 1.93760469 1.94480359 0.89654906 -1.08892240 1.94276481 1.93760469 8.25244503 -1.53006768 4.05032888 -3.93569729 1.42866717 1.94480359 -1.53006768 2.13874169 -0.70646442 0.80990901 1.19786097 0.89654906 4.05032888 -0.70646442 1.85964774 -1.61397185 -0.78055339 -1.08892240 -3.93569729 0.80990901 -1.61397185 1.82694949 *** step number: 28 *** Deformation gradient in current step 0.44000000 -0.56000000 -0.56000000 0.56000000 1.56000000 0.56000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.1285249882 Kirchhoff stress -0.58983E+00 -0.75049E-01 -0.82175E+00 -0.75049E-01 -0.76510E+00 0.78412E+00 -0.82175E+00 0.78412E+00 -0.17151E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.45929422 2.11195604 1.97426586 1.29239385 1.18720514 -0.72229394 2.11195604 3.20031753 1.97668940 2.03870357 0.89952973 -1.02918489 1.97426586 1.97668940 9.18503562 -1.53951190 4.30493060 -4.13213965 1.29239385 2.03870357 -1.53951190 2.04205897 -0.65725154 0.81722049 1.18720514 0.89952973 4.30493060 -0.65725154 1.90141524 -1.61936168 -0.72229394 -1.02918489 -4.13213965 0.81722049 -1.61936168 1.86430887 *** step number: 29 *** Deformation gradient in current step 0.42000000 -0.58000000 -0.58000000 0.58000000 1.58000000 0.58000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.1572871447 Kirchhoff stress -0.55326E+00 -0.57823E-01 -0.86099E+00 -0.57823E-01 -0.77910E+00 0.81107E+00 -0.86099E+00 0.81107E+00 -0.18879E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.17247609 1.97589472 1.98721204 1.14871429 1.15940908 -0.66053421 1.97589472 3.43860555 2.00597826 2.09454303 0.89748524 -0.95708054 1.98721204 2.00597826 10.18150507 -1.53692669 4.54605995 -4.31782101 1.14871429 2.09454303 -1.53692669 1.91560613 -0.60419554 0.82028590 1.15940908 0.89748524 4.54605995 -0.60419554 1.92403182 -1.61190613 -0.66053421 -0.95708054 -4.31782101 0.82028590 -1.61190613 1.89284253 *** step number: 30 *** Deformation gradient in current step 0.40000000 -0.60000000 -0.60000000 0.60000000 1.60000000 0.60000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.1863597017 Kirchhoff stress -0.51295E+00 -0.38364E-01 -0.89579E+00 -0.38364E-01 -0.78267E+00 0.83478E+00 -0.89579E+00 0.83478E+00 -0.20686E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90273437 1.81637511 1.97935589 1.00363707 1.11393427 -0.59796243 1.81637511 3.64067204 2.02378615 2.11135612 0.88939626 -0.87309563 1.97935589 2.02378615 11.23948679 -1.52255149 4.76811765 -4.49001090 1.00363707 2.11135612 -1.52255149 1.76491362 -0.54972987 0.81777790 1.11393427 0.88939626 4.76811765 -0.54972987 1.92502691 -1.59215415 -0.59796243 -0.87309563 -4.49001090 0.81777790 -1.59215415 1.91072412 *** step number: 31 *** Deformation gradient in current step 0.38000000 -0.62000000 -0.62000000 0.62000000 1.62000000 0.62000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.2157039613 Kirchhoff stress -0.46962E+00 -0.17534E-01 -0.92512E+00 -0.17534E-01 -0.77546E+00 0.85488E+00 -0.92512E+00 0.85488E+00 -0.22561E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.65208369 1.63908778 1.94915290 0.86097784 1.05210710 -0.53699373 1.63908778 3.79843456 2.02814393 2.08960638 0.87404162 -0.77848655 1.94915290 2.02814393 12.35599228 -1.49725822 4.96556120 -4.64630094 0.86097784 2.08960638 -1.49725822 1.59558110 -0.49614381 0.80825794 1.05210710 0.87404162 4.96556120 -0.49614381 1.90276206 -1.56119820 -0.53699373 -0.77848655 -4.64630094 0.80825794 -1.56119820 1.91589680 *** step number: 32 *** Deformation gradient in current step 0.36000000 -0.64000000 -0.64000000 0.64000000 1.64000000 0.64000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.2453070511 Kirchhoff stress -0.42421E+00 0.36691E-02 -0.94807E+00 0.36691E-02 -0.75753E+00 0.87104E+00 -0.94807E+00 0.87104E+00 -0.24495E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.42428404 1.45020638 1.89584923 0.72524434 0.97596479 -0.47942223 1.45020638 3.90597115 2.01576900 2.03172362 0.84953040 -0.67523034 1.89584923 2.01576900 13.52557685 -1.46196417 5.13274676 -4.78309629 0.72524434 2.03172362 -1.46196417 1.41396164 -0.44536817 0.79000003 0.97596479 0.84953040 5.13274676 -0.44536817 1.85667594 -1.51980287 -0.47942223 -0.67523034 -4.78309629 0.79000003 -1.51980287 1.90561810 *** step number: 33 *** Deformation gradient in current step 0.34000000 -0.66000000 -0.66000000 0.66000000 1.66000000 0.66000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.2751293019 Kirchhoff stress -0.37755E+00 0.24372E-01 -0.96392E+00 0.24372E-01 -0.72913E+00 0.88286E+00 -0.96392E+00 0.88286E+00 -0.26476E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.22181509 1.25546099 1.82036083 0.59916624 0.88945632 -0.42646798 1.25546099 3.95902353 1.98443063 1.94028170 0.81480117 -0.56587122 1.82036083 1.98443063 14.74236925 -1.41732777 5.26454557 -4.89695533 0.59916624 1.94028170 -1.41732777 1.22567446 -0.39849399 0.76166736 0.88945632 0.81480117 5.26454557 -0.39849399 1.78756756 -1.46890164 -0.42646798 -0.56587122 -4.89695533 0.76166736 -1.46890164 1.87745806 *** step number: 34 *** Deformation gradient in current step 0.32000000 -0.68000000 -0.68000000 0.68000000 1.68000000 0.68000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.3051037781 Kirchhoff stress -0.33039E+00 0.43616E-01 -0.97201E+00 0.43616E-01 -0.69073E+00 0.88999E+00 -0.97201E+00 0.88999E+00 -0.28490E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.04521981 1.06082554 1.72444462 0.48539063 0.79622461 -0.37860603 1.06082554 3.95338673 1.93175851 1.82013308 0.76903240 -0.45515256 1.72444462 1.93175851 15.99986317 -1.36374369 5.35654257 -4.98477870 0.48539063 1.82013308 -1.36374369 1.03661094 -0.35590033 0.72213302 0.79622461 0.76903240 5.35654257 -0.35590033 1.69709927 -1.40919160 -0.37860603 -0.45515256 -4.98477870 0.72213302 -1.40919160 1.82865523 *** step number: 35 *** Deformation gradient in current step 0.30000000 -0.70000000 -0.70000000 0.70000000 1.70000000 0.70000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.3351671231 Kirchhoff stress -0.28339E+00 0.60571E-01 -0.97188E+00 0.60571E-01 -0.64335E+00 0.89187E+00 -0.97188E+00 0.89187E+00 -0.30524E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.10625517 0.87145116 1.61016214 0.38533509 0.69989610 -0.33542815 0.87145116 3.89071119 1.85574357 1.67608253 0.71199711 -0.34652953 1.61016214 1.85574357 17.28806972 -1.30135133 5.40405174 -5.04136523 0.38533509 1.67608253 -1.30135133 0.85209721 -0.31732894 0.67131947 0.69989610 0.71199711 5.40405174 -0.31732894 1.58752177 -1.34067400 -0.33542815 -0.34652953 -5.04136523 0.67131947 -1.34067400 1.75771320 *** step number: 36 *** Deformation gradient in current step 0.28000000 -0.72000000 -0.72000000 0.72000000 1.72000000 0.72000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.3652224874 Kirchhoff stress -0.23726E+00 0.74435E-01 -0.96326E+00 0.74435E-01 -0.58812E+00 0.88792E+00 -0.96326E+00 0.88792E+00 -0.32565E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.23202972 0.69265988 1.48092739 0.30053724 0.60448424 -0.29598695 0.69265988 3.77187786 1.75599403 1.51393657 0.64503429 -0.24514062 1.48092739 1.75599403 18.59896131 -1.22982205 5.40414766 -5.06248726 0.30053724 1.51393657 -1.22982205 0.67737962 -0.28175205 0.61022185 0.60448424 0.64503429 5.40414766 -0.28175205 1.46215451 -1.26335888 -0.29598695 -0.24514062 -5.06248726 0.61022185 -1.26335888 1.66362162 *** step number: 37 *** Deformation gradient in current step 0.26000000 -0.74000000 -0.74000000 0.74000000 1.74000000 0.74000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.3951407923 Kirchhoff stress -0.19246E+00 0.84559E-01 -0.94593E+00 0.84559E-01 -0.52654E+00 0.87740E+00 -0.94593E+00 0.87740E+00 -0.34596E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.33459910 0.52866698 1.33963028 0.23095375 0.51248964 -0.25907552 0.52866698 3.60089050 1.63313028 1.34057642 0.57015992 -0.15441576 1.33963028 1.63313028 19.92106788 -1.14880209 5.35331757 -5.04219323 0.23095375 1.34057642 -1.14880209 0.51677957 -0.24805608 0.54086321 0.51248964 0.57015992 5.35331757 -0.24805608 1.32399760 -1.17689124 -0.25907552 -0.15441576 -5.04219323 0.54086321 -1.17689124 1.54710939 *** step number: 38 *** Deformation gradient in current step 0.24000000 -0.76000000 -0.76000000 0.76000000 1.76000000 0.76000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.4247387849 Kirchhoff stress -0.14940E+00 0.90652E-01 -0.91982E+00 0.90652E-01 -0.46010E+00 0.85964E+00 -0.91982E+00 0.85964E+00 -0.36600E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.41554682 0.38232842 1.19000336 0.17530036 0.42648714 -0.22397427 0.38232842 3.38068985 1.48886661 1.16105249 0.49026918 -0.07777094 1.19000336 1.48886661 21.24127410 -1.05826811 5.24955262 -4.97595654 0.17530036 1.16105249 -1.05826811 0.37320706 -0.21556895 0.46603798 0.42648714 0.49026918 5.24955262 -0.21556895 1.17683209 -1.08135042 -0.22397427 -0.07777094 -4.97595654 0.46603798 -1.08135042 1.40967735 *** step number: 39 *** Deformation gradient in current step 0.22000000 -0.78000000 -0.78000000 0.78000000 1.78000000 0.78000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.4538118016 Kirchhoff stress -0.10837E+00 0.92495E-01 -0.88489E+00 0.92495E-01 -0.39074E+00 0.83384E+00 -0.88489E+00 0.83384E+00 -0.38560E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.47708994 0.25604978 1.03522768 0.13217268 0.34771339 -0.18995925 0.25604978 3.11981505 1.32705575 0.98243124 0.40891800 -0.01673235 1.03522768 1.32705575 22.54695617 -0.95845787 5.09081776 -4.85835620 0.13217268 0.98243124 -0.95845787 0.24912414 -0.18361941 0.38920298 0.34771339 0.40891800 5.09081776 -0.18361941 1.02388249 -0.97707357 -0.18995925 -0.01673235 -4.85835620 0.38920298 -0.97707357 1.25484937 *** step number: 40 *** Deformation gradient in current step 0.20000000 -0.80000000 -0.80000000 0.80000000 1.80000000 0.80000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.4820930033 Kirchhoff stress -0.69543E-01 0.90213E-01 -0.84110E+00 0.90213E-01 -0.32036E+00 0.79937E+00 -0.84110E+00 0.79937E+00 -0.40456E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.52145285 0.15065092 0.87806601 0.09934841 0.27653305 -0.15697505 0.15065092 2.82645735 1.15213103 0.81061169 0.32962940 0.02821385 0.87806601 1.15213103 23.82191418 -0.85045077 4.87518403 -4.68485407 0.09934841 0.81061169 -0.85045077 0.14544665 -0.15224318 0.31390315 0.27653305 0.32962940 4.87518403 -0.15224318 0.86801092 -0.86512342 -0.15697505 0.02821385 -4.68485407 0.31390315 -0.86512342 1.08704932 *** step number: 41 *** Deformation gradient in current step 0.18000000 -0.82000000 -0.82000000 0.82000000 1.82000000 0.82000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.5092853446 Kirchhoff stress -0.33220E-01 0.84184E-01 -0.78860E+00 0.84184E-01 -0.25084E+00 0.75572E+00 -0.78860E+00 0.75572E+00 -0.42267E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.54912704 0.06578579 0.72225674 0.07458542 0.21392970 -0.12532405 0.06578579 2.50999169 0.96985386 0.65067749 0.25574950 0.05771585 0.72225674 0.96985386 25.05103847 -0.73600598 4.60254582 -4.45220642 0.07458542 0.65067749 -0.73600598 0.06188989 -0.12180369 0.24343347 0.21392970 0.25574950 4.60254582 -0.12180369 0.71299740 -0.74731012 -0.12532405 0.05771585 -4.45220642 0.24343347 -0.74731012 0.91168354 *** step number: 42 *** Deformation gradient in current step 0.16000000 -0.84000000 -0.84000000 0.84000000 1.84000000 0.84000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.5350278104 Kirchhoff stress 0.50116E-03 0.75017E-01 -0.72751E+00 0.75017E-01 -0.18391E+00 0.70257E+00 -0.72751E+00 0.70257E+00 -0.43971E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.56226733 -0.00012628 0.57040071 0.05579660 0.15974344 -0.09569679 -0.00012628 2.18002475 0.78578372 0.50667652 0.18977573 0.07370587 0.57040071 0.78578372 26.21547613 -0.61768958 4.27244707 -4.15796364 0.05579660 0.50667652 -0.61768958 -0.00304441 -0.09307304 0.18033418 0.15974344 0.18977573 4.27244707 -0.09307304 0.56152174 -0.62616120 -0.09569679 0.07370587 -4.15796364 0.18033418 -0.62616120 0.73425474 *** step number: 43 *** Deformation gradient in current step 0.14000000 -0.86000000 -0.86000000 0.86000000 1.86000000 0.86000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.5589692453 Kirchhoff stress 0.31250E-01 0.63598E-01 -0.65813E+00 0.63598E-01 -0.12124E+00 0.64004E+00 -0.65813E+00 0.64004E+00 -0.45545E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.55990689 -0.04913256 0.42603171 0.04081569 0.11365877 -0.06920392 -0.04913256 1.84666873 0.60674141 0.38102760 0.13378993 0.07804836 0.42603171 0.60674141 27.29870303 -0.49930773 3.88641351 -3.80306903 0.04081569 0.38102760 -0.49930773 -0.05133541 -0.06723125 0.12672407 0.11365877 0.13378993 3.88641351 -0.06723125 0.41717774 -0.50544963 -0.06920392 0.07804836 -3.80306903 0.12672407 -0.50544963 0.56147535 *** step number: 44 *** Deformation gradient in current step 0.12000000 -0.88000000 -0.88000000 0.88000000 1.88000000 0.88000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.5807263101 Kirchhoff stress 0.58595E-01 0.50897E-01 -0.58087E+00 0.50897E-01 -0.64142E-01 0.56837E+00 -0.58087E+00 0.56837E+00 -0.46967E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.54012510 -0.08397440 0.29232782 0.02814820 0.07559853 -0.04662276 -0.08397440 1.51914397 0.43862591 0.27501728 0.08852129 0.07380986 0.29232782 0.43862591 28.28350507 -0.38479398 3.44679922 -3.38893864 0.02814820 0.27501728 -0.38479398 -0.08567174 -0.04511194 0.08335987 0.07559853 0.08852129 3.44679922 -0.04511194 0.28315829 -0.38908214 -0.04662276 0.07380986 -3.38893864 0.08335987 -0.38908214 0.39900827 *** step number: 45 *** Deformation gradient in current step 0.10000000 -0.90000000 -0.90000000 0.90000000 1.90000000 0.90000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.5999053704 Kirchhoff stress 0.82208E-01 0.37902E-01 -0.49635E+00 0.37902E-01 -0.13624E-01 0.48824E+00 -0.49635E+00 0.48824E+00 -0.48214E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.50363991 -0.10764803 0.17244576 0.01729287 0.04516813 -0.02863768 -0.10764803 1.20490714 0.28616882 0.18889220 0.05413363 0.06330415 0.17244576 0.28616882 29.15055617 -0.27827467 2.95736794 -2.91960345 0.01729287 0.18889220 -0.27827467 -0.10899092 -0.02746187 0.05049018 0.04516813 0.05413363 2.95736794 -0.02746187 0.16268706 -0.28110850 -0.02863768 0.06330415 -2.91960345 0.05049018 -0.28110850 0.25171262 *** step number: 46 *** Deformation gradient in current step 0.08000000 -0.92000000 -0.92000000 0.92000000 1.92000000 0.92000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6161551393 Kirchhoff stress 0.10149E+00 0.25646E-01 -0.40541E+00 0.25646E-01 0.29527E-01 0.40053E+00 -0.40541E+00 0.40053E+00 -0.49265E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.44785025 -0.12281585 0.06975852 0.00786489 0.02284261 -0.01549447 -0.12281585 0.91073848 0.15432376 0.12154142 0.02974852 0.04938659 0.06975852 0.15432376 29.88507347 -0.18420102 2.42340407 -2.40055051 0.00786489 0.12154142 -0.18420102 -0.12391796 -0.01457105 0.02728638 0.02284261 0.02974852 2.42340407 -0.01457105 0.05914282 -0.18593516 -0.01549447 0.04938659 -2.40055051 0.02728638 -0.18593516 0.12445752 *** step number: 47 *** Deformation gradient in current step 0.06000000 -0.94000000 -0.94000000 0.94000000 1.94000000 0.94000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6291645817 Kirchhoff stress 0.11582E+00 0.15026E-01 -0.30900E+00 0.15026E-01 0.64823E-01 0.30637E+00 -0.30900E+00 0.30637E+00 -0.50105E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.37074549 -0.13211903 -0.01235039 0.00068781 0.00751041 -0.00699414 -0.13211903 0.64167747 0.04687837 0.07140448 0.01410004 0.03454666 -0.01235039 0.04687837 30.47305383 -0.10633355 1.85208665 -1.83956650 0.00068781 0.07140448 -0.10633355 -0.13306571 -0.00627856 0.01253625 0.00751041 0.01410004 1.85208665 -0.00627856 -0.02412290 -0.10727528 -0.00699414 0.03454666 -1.83956650 0.01253625 -0.10727528 0.02095693 *** step number: 48 *** Deformation gradient in current step 0.04000000 -0.96000000 -0.96000000 0.96000000 1.96000000 0.96000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6386459462 Kirchhoff stress 0.12466E+00 0.68775E-02 -0.20834E+00 0.68775E-02 0.92120E-01 0.20721E+00 -0.20834E+00 0.20721E+00 -0.50714E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.27125446 -0.13740530 -0.07137289 -0.00410947 -0.00089666 -0.00245342 -0.13740530 0.40053858 -0.03399848 0.03582093 0.00521927 0.02033589 -0.07137289 -0.03399848 30.90093334 -0.04815372 1.25099275 -1.24572531 -0.00410947 0.03582093 -0.04815372 -0.13825551 -0.00193968 0.00433456 -0.00089666 0.00521927 1.25099275 -0.00193968 -0.08458316 -0.04856116 -0.00245342 0.02033589 -1.24572531 0.00433456 -0.04856116 -0.05649096 *** step number: 49 *** Deformation gradient in current step 0.02000000 -0.98000000 -0.98000000 0.98000000 1.98000000 0.98000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6444100207 Kirchhoff stress 0.12733E+00 0.17786E-02 -0.10483E+00 0.17786E-02 0.11148E+00 0.10456E+00 -0.10483E+00 0.10456E+00 -0.51085E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.14700244 -0.14015491 -0.10463788 -0.00538445 -0.00333559 -0.00065833 -0.14015491 0.18834306 -0.08657677 0.01278993 0.00127912 0.00828321 -0.10463788 -0.08657677 31.16143173 -0.01219441 0.63026480 -0.62899670 -0.00538445 0.01278993 -0.01219441 -0.14095291 -0.00037249 0.00090149 -0.00333559 0.00127912 0.63026480 -0.00037249 -0.11959619 -0.01229468 -0.00065833 0.00828321 -0.62899670 0.00090149 -0.01229468 -0.10612837 *** step number: 50 *** Deformation gradient in current step 0.00000000 -1.00000000 -1.00000000 1.00000000 2.00000000 1.00000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6463445411 Kirchhoff stress 0.12311E+00 -0.11494E-17 -0.11494E-17 0.60160E-17 0.12311E+00 0.45291E-17 0.00000E+00 0.00000E+00 -0.51209E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.00586503 -0.14107112 -0.11004339 0.00000000 0.00000000 0.00000000 -0.14107112 0.00586503 -0.11004339 0.00000000 0.00000000 -0.00000000 -0.11004339 -0.11004339 31.24894326 -0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.14185264 -0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.00000000 -0.12709978 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 -0.12709978 *** step number: 51 *** Deformation gradient in current step -0.02000000 -1.02000000 -1.02000000 1.02000000 2.02000000 1.02000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6444100207 Kirchhoff stress 0.11148E+00 0.17786E-02 0.10456E+00 0.17786E-02 0.12733E+00 -0.10483E+00 0.10456E+00 -0.10483E+00 -0.51085E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.18834306 -0.14015491 -0.08657677 0.01278993 0.00828321 0.00127912 -0.14015491 -0.14700244 -0.10463788 -0.00538445 -0.00065833 -0.00333559 -0.08657677 -0.10463788 31.16143173 -0.01219441 -0.62899670 0.63026480 0.01278993 -0.00538445 -0.01219441 -0.14095291 0.00090149 -0.00037249 0.00828321 -0.00065833 -0.62899670 0.00090149 -0.10612837 -0.01229468 0.00127912 -0.00333559 0.63026480 -0.00037249 -0.01229468 -0.11959619 *** step number: 52 *** Deformation gradient in current step -0.04000000 -1.04000000 -1.04000000 1.04000000 2.04000000 1.04000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6386459462 Kirchhoff stress 0.92120E-01 0.68775E-02 0.20721E+00 0.68775E-02 0.12466E+00 -0.20834E+00 0.20721E+00 -0.20834E+00 -0.50714E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.40053858 -0.13740530 -0.03399848 0.03582093 0.02033589 0.00521927 -0.13740530 -0.27125446 -0.07137289 -0.00410947 -0.00245342 -0.00089666 -0.03399848 -0.07137289 30.90093334 -0.04815372 -1.24572531 1.25099275 0.03582093 -0.00410947 -0.04815372 -0.13825551 0.00433456 -0.00193968 0.02033589 -0.00245342 -1.24572531 0.00433456 -0.05649096 -0.04856116 0.00521927 -0.00089666 1.25099275 -0.00193968 -0.04856116 -0.08458316 *** step number: 53 *** Deformation gradient in current step -0.06000000 -1.06000000 -1.06000000 1.06000000 2.06000000 1.06000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6291645817 Kirchhoff stress 0.64823E-01 0.15026E-01 0.30637E+00 0.15026E-01 0.11582E+00 -0.30900E+00 0.30637E+00 -0.30900E+00 -0.50105E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.64167747 -0.13211903 0.04687837 0.07140448 0.03454666 0.01410004 -0.13211903 -0.37074549 -0.01235039 0.00068781 -0.00699414 0.00751041 0.04687837 -0.01235039 30.47305383 -0.10633355 -1.83956650 1.85208665 0.07140448 0.00068781 -0.10633355 -0.13306571 0.01253625 -0.00627856 0.03454666 -0.00699414 -1.83956650 0.01253625 0.02095693 -0.10727528 0.01410004 0.00751041 1.85208665 -0.00627856 -0.10727528 -0.02412290 *** step number: 54 *** Deformation gradient in current step -0.08000000 -1.08000000 -1.08000000 1.08000000 2.08000000 1.08000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6161551393 Kirchhoff stress 0.29527E-01 0.25646E-01 0.40053E+00 0.25646E-01 0.10149E+00 -0.40541E+00 0.40053E+00 -0.40541E+00 -0.49265E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91073848 -0.12281585 0.15432376 0.12154142 0.04938659 0.02974852 -0.12281585 -0.44785025 0.06975852 0.00786489 -0.01549447 0.02284261 0.15432376 0.06975852 29.88507347 -0.18420102 -2.40055051 2.42340407 0.12154142 0.00786489 -0.18420102 -0.12391796 0.02728638 -0.01457105 0.04938659 -0.01549447 -2.40055051 0.02728638 0.12445752 -0.18593516 0.02974852 0.02284261 2.42340407 -0.01457105 -0.18593516 0.05914282 *** step number: 55 *** Deformation gradient in current step -0.10000000 -1.10000000 -1.10000000 1.10000000 2.10000000 1.10000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.5999053704 Kirchhoff stress -0.13624E-01 0.37902E-01 0.48824E+00 0.37902E-01 0.82208E-01 -0.49635E+00 0.48824E+00 -0.49635E+00 -0.48214E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.20490714 -0.10764803 0.28616882 0.18889220 0.06330415 0.05413363 -0.10764803 -0.50363991 0.17244576 0.01729287 -0.02863768 0.04516813 0.28616882 0.17244576 29.15055617 -0.27827467 -2.91960345 2.95736794 0.18889220 0.01729287 -0.27827467 -0.10899092 0.05049018 -0.02746187 0.06330415 -0.02863768 -2.91960345 0.05049018 0.25171262 -0.28110850 0.05413363 0.04516813 2.95736794 -0.02746187 -0.28110850 0.16268706 *** step number: 56 *** Deformation gradient in current step -0.12000000 -1.12000000 -1.12000000 1.12000000 2.12000000 1.12000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.5807263101 Kirchhoff stress -0.64142E-01 0.50897E-01 0.56837E+00 0.50897E-01 0.58595E-01 -0.58087E+00 0.56837E+00 -0.58087E+00 -0.46967E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.51914397 -0.08397440 0.43862591 0.27501728 0.07380986 0.08852129 -0.08397440 -0.54012510 0.29232782 0.02814820 -0.04662276 0.07559853 0.43862591 0.29232782 28.28350507 -0.38479398 -3.38893864 3.44679922 0.27501728 0.02814820 -0.38479398 -0.08567174 0.08335987 -0.04511194 0.07380986 -0.04662276 -3.38893864 0.08335987 0.39900827 -0.38908214 0.08852129 0.07559853 3.44679922 -0.04511194 -0.38908214 0.28315829 *** step number: 57 *** Deformation gradient in current step -0.14000000 -1.14000000 -1.14000000 1.14000000 2.14000000 1.14000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.5589692453 Kirchhoff stress -0.12124E+00 0.63598E-01 0.64004E+00 0.63598E-01 0.31250E-01 -0.65813E+00 0.64004E+00 -0.65813E+00 -0.45545E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.84666873 -0.04913256 0.60674141 0.38102760 0.07804836 0.13378993 -0.04913256 -0.55990689 0.42603171 0.04081569 -0.06920392 0.11365877 0.60674141 0.42603171 27.29870303 -0.49930773 -3.80306903 3.88641351 0.38102760 0.04081569 -0.49930773 -0.05133541 0.12672407 -0.06723125 0.07804836 -0.06920392 -3.80306903 0.12672407 0.56147535 -0.50544963 0.13378993 0.11365877 3.88641351 -0.06723125 -0.50544963 0.41717774 *** step number: 58 *** Deformation gradient in current step -0.16000000 -1.16000000 -1.16000000 1.16000000 2.16000000 1.16000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.5350278104 Kirchhoff stress -0.18391E+00 0.75017E-01 0.70257E+00 0.75017E-01 0.50116E-03 -0.72751E+00 0.70257E+00 -0.72751E+00 -0.43971E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.18002475 -0.00012628 0.78578372 0.50667652 0.07370587 0.18977573 -0.00012628 -0.56226733 0.57040071 0.05579660 -0.09569679 0.15974344 0.78578372 0.57040071 26.21547613 -0.61768958 -4.15796364 4.27244707 0.50667652 0.05579660 -0.61768958 -0.00304441 0.18033418 -0.09307304 0.07370587 -0.09569679 -4.15796364 0.18033418 0.73425474 -0.62616120 0.18977573 0.15974344 4.27244707 -0.09307304 -0.62616120 0.56152174 *** step number: 59 *** Deformation gradient in current step -0.18000000 -1.18000000 -1.18000000 1.18000000 2.18000000 1.18000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.5092853446 Kirchhoff stress -0.25084E+00 0.84184E-01 0.75572E+00 0.84184E-01 -0.33220E-01 -0.78860E+00 0.75572E+00 -0.78860E+00 -0.42267E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.50999169 0.06578579 0.96985386 0.65067749 0.05771585 0.25574950 0.06578579 -0.54912704 0.72225674 0.07458542 -0.12532405 0.21392970 0.96985386 0.72225674 25.05103847 -0.73600598 -4.45220642 4.60254582 0.65067749 0.07458542 -0.73600598 0.06188989 0.24343347 -0.12180369 0.05771585 -0.12532405 -4.45220642 0.24343347 0.91168354 -0.74731012 0.25574950 0.21392970 4.60254582 -0.12180369 -0.74731012 0.71299740 *** step number: 60 *** Deformation gradient in current step -0.20000000 -1.20000000 -1.20000000 1.20000000 2.20000000 1.20000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.4820930033 Kirchhoff stress -0.32036E+00 0.90213E-01 0.79937E+00 0.90213E-01 -0.69543E-01 -0.84110E+00 0.79937E+00 -0.84110E+00 -0.40456E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.82645735 0.15065092 1.15213103 0.81061169 0.02821385 0.32962940 0.15065092 -0.52145285 0.87806601 0.09934841 -0.15697505 0.27653305 1.15213103 0.87806601 23.82191418 -0.85045077 -4.68485407 4.87518403 0.81061169 0.09934841 -0.85045077 0.14544665 0.31390315 -0.15224318 0.02821385 -0.15697505 -4.68485407 0.31390315 1.08704932 -0.86512342 0.32962940 0.27653305 4.87518403 -0.15224318 -0.86512342 0.86801092 *** step number: 61 *** Deformation gradient in current step -0.22000000 -1.22000000 -1.22000000 1.22000000 2.22000000 1.22000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.4538118016 Kirchhoff stress -0.39074E+00 0.92495E-01 0.83384E+00 0.92495E-01 -0.10837E+00 -0.88489E+00 0.83384E+00 -0.88489E+00 -0.38560E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.11981505 0.25604978 1.32705575 0.98243124 -0.01673235 0.40891800 0.25604978 -0.47708994 1.03522768 0.13217268 -0.18995925 0.34771339 1.32705575 1.03522768 22.54695617 -0.95845787 -4.85835620 5.09081776 0.98243124 0.13217268 -0.95845787 0.24912414 0.38920298 -0.18361941 -0.01673235 -0.18995925 -4.85835620 0.38920298 1.25484937 -0.97707357 0.40891800 0.34771339 5.09081776 -0.18361941 -0.97707357 1.02388249 *** step number: 62 *** Deformation gradient in current step -0.24000000 -1.24000000 -1.24000000 1.24000000 2.24000000 1.24000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.4247387849 Kirchhoff stress -0.46010E+00 0.90652E-01 0.85964E+00 0.90652E-01 -0.14940E+00 -0.91982E+00 0.85964E+00 -0.91982E+00 -0.36600E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.38068985 0.38232842 1.48886661 1.16105249 -0.07777094 0.49026918 0.38232842 -0.41554682 1.19000336 0.17530036 -0.22397427 0.42648714 1.48886661 1.19000336 21.24127410 -1.05826811 -4.97595654 5.24955262 1.16105249 0.17530036 -1.05826811 0.37320706 0.46603798 -0.21556895 -0.07777094 -0.22397427 -4.97595654 0.46603798 1.40967735 -1.08135042 0.49026918 0.42648714 5.24955262 -0.21556895 -1.08135042 1.17683209 *** step number: 63 *** Deformation gradient in current step -0.26000000 -1.26000000 -1.26000000 1.26000000 2.26000000 1.26000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.3951407923 Kirchhoff stress -0.52654E+00 0.84559E-01 0.87740E+00 0.84559E-01 -0.19246E+00 -0.94593E+00 0.87740E+00 -0.94593E+00 -0.34596E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.60089050 0.52866698 1.63313028 1.34057642 -0.15441576 0.57015992 0.52866698 -0.33459910 1.33963028 0.23095375 -0.25907552 0.51248964 1.63313028 1.33963028 19.92106788 -1.14880209 -5.04219323 5.35331757 1.34057642 0.23095375 -1.14880209 0.51677957 0.54086321 -0.24805608 -0.15441576 -0.25907552 -5.04219323 0.54086321 1.54710939 -1.17689124 0.57015992 0.51248964 5.35331757 -0.24805608 -1.17689124 1.32399760 *** step number: 64 *** Deformation gradient in current step -0.28000000 -1.28000000 -1.28000000 1.28000000 2.28000000 1.28000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.3652224874 Kirchhoff stress -0.58812E+00 0.74435E-01 0.88792E+00 0.74435E-01 -0.23726E+00 -0.96326E+00 0.88792E+00 -0.96326E+00 -0.32565E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.77187786 0.69265988 1.75599403 1.51393657 -0.24514062 0.64503429 0.69265988 -0.23202972 1.48092739 0.30053724 -0.29598695 0.60448424 1.75599403 1.48092739 18.59896131 -1.22982205 -5.06248726 5.40414766 1.51393657 0.30053724 -1.22982205 0.67737962 0.61022185 -0.28175205 -0.24514062 -0.29598695 -5.06248726 0.61022185 1.66362162 -1.26335888 0.64503429 0.60448424 5.40414766 -0.28175205 -1.26335888 1.46215451 *** step number: 65 *** Deformation gradient in current step -0.30000000 -1.30000000 -1.30000000 1.30000000 2.30000000 1.30000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.3351671231 Kirchhoff stress -0.64335E+00 0.60571E-01 0.89187E+00 0.60571E-01 -0.28339E+00 -0.97188E+00 0.89187E+00 -0.97188E+00 -0.30524E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.89071119 0.87145116 1.85574357 1.67608253 -0.34652953 0.71199711 0.87145116 -0.10625517 1.61016214 0.38533509 -0.33542815 0.69989610 1.85574357 1.61016214 17.28806972 -1.30135133 -5.04136523 5.40405174 1.67608253 0.38533509 -1.30135133 0.85209721 0.67131947 -0.31732894 -0.34652953 -0.33542815 -5.04136523 0.67131947 1.75771320 -1.34067400 0.71199711 0.69989610 5.40405174 -0.31732894 -1.34067400 1.58752177 *** step number: 66 *** Deformation gradient in current step -0.32000000 -1.32000000 -1.32000000 1.32000000 2.32000000 1.32000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.3051037781 Kirchhoff stress -0.69073E+00 0.43616E-01 0.88999E+00 0.43616E-01 -0.33039E+00 -0.97201E+00 0.88999E+00 -0.97201E+00 -0.28490E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.95338673 1.06082554 1.93175851 1.82013308 -0.45515256 0.76903240 1.06082554 0.04521981 1.72444462 0.48539063 -0.37860603 0.79622461 1.93175851 1.72444462 15.99986317 -1.36374369 -4.98477870 5.35654257 1.82013308 0.48539063 -1.36374369 1.03661094 0.72213302 -0.35590033 -0.45515256 -0.37860603 -4.98477870 0.72213302 1.82865523 -1.40919160 0.76903240 0.79622461 5.35654257 -0.35590033 -1.40919160 1.69709927 *** step number: 67 *** Deformation gradient in current step -0.34000000 -1.34000000 -1.34000000 1.34000000 2.34000000 1.34000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.2751293019 Kirchhoff stress -0.72913E+00 0.24372E-01 0.88286E+00 0.24372E-01 -0.37755E+00 -0.96392E+00 0.88286E+00 -0.96392E+00 -0.26476E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.95902353 1.25546099 1.98443063 1.94028170 -0.56587122 0.81480117 1.25546099 0.22181509 1.82036083 0.59916624 -0.42646798 0.88945632 1.98443063 1.82036083 14.74236925 -1.41732777 -4.89695533 5.26454557 1.94028170 0.59916624 -1.41732777 1.22567446 0.76166736 -0.39849399 -0.56587122 -0.42646798 -4.89695533 0.76166736 1.87745806 -1.46890164 0.81480117 0.88945632 5.26454557 -0.39849399 -1.46890164 1.78756756 *** step number: 68 *** Deformation gradient in current step -0.36000000 -1.36000000 -1.36000000 1.36000000 2.36000000 1.36000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.2453070511 Kirchhoff stress -0.75753E+00 0.36691E-02 0.87104E+00 0.36691E-02 -0.42421E+00 -0.94807E+00 0.87104E+00 -0.94807E+00 -0.24495E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.90597115 1.45020638 2.01576900 2.03172362 -0.67523034 0.84953040 1.45020638 0.42428404 1.89584923 0.72524434 -0.47942223 0.97596479 2.01576900 1.89584923 13.52557685 -1.46196417 -4.78309629 5.13274676 2.03172362 0.72524434 -1.46196417 1.41396164 0.79000003 -0.44536817 -0.67523034 -0.47942223 -4.78309629 0.79000003 1.90561810 -1.51980287 0.84953040 0.97596479 5.13274676 -0.44536817 -1.51980287 1.85667594 *** step number: 69 *** Deformation gradient in current step -0.38000000 -1.38000000 -1.38000000 1.38000000 2.38000000 1.38000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.2157039613 Kirchhoff stress -0.77546E+00 -0.17534E-01 0.85488E+00 -0.17534E-01 -0.46962E+00 -0.92512E+00 0.85488E+00 -0.92512E+00 -0.22561E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.79843456 1.63908778 2.02814393 2.08960638 -0.77848655 0.87404162 1.63908778 0.65208369 1.94915290 0.86097784 -0.53699373 1.05210710 2.02814393 1.94915290 12.35599228 -1.49725822 -4.64630094 4.96556120 2.08960638 0.86097784 -1.49725822 1.59558110 0.80825794 -0.49614381 -0.77848655 -0.53699373 -4.64630094 0.80825794 1.91589680 -1.56119820 0.87404162 1.05210710 4.96556120 -0.49614381 -1.56119820 1.90276206 *** step number: 70 *** Deformation gradient in current step -0.40000000 -1.40000000 -1.40000000 1.40000000 2.40000000 1.40000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.1863597017 Kirchhoff stress -0.78267E+00 -0.38364E-01 0.83478E+00 -0.38364E-01 -0.51295E+00 -0.89579E+00 0.83478E+00 -0.89579E+00 -0.20686E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.64067204 1.81637511 2.02378615 2.11135612 -0.87309563 0.88939626 1.81637511 0.90273437 1.97935589 1.00363707 -0.59796243 1.11393427 2.02378615 1.97935589 11.23948679 -1.52255149 -4.49001090 4.76811765 2.11135612 1.00363707 -1.52255149 1.76491362 0.81777790 -0.54972987 -0.87309563 -0.59796243 -4.49001090 0.81777790 1.91072412 -1.59215415 0.88939626 1.11393427 4.76811765 -0.54972987 -1.59215415 1.92502691 *** step number: 71 *** Deformation gradient in current step -0.42000000 -1.42000000 -1.42000000 1.42000000 2.42000000 1.42000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.1572871447 Kirchhoff stress -0.77910E+00 -0.57823E-01 0.81107E+00 -0.57823E-01 -0.55326E+00 -0.86099E+00 0.81107E+00 -0.86099E+00 -0.18879E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.43860555 1.97589472 2.00597826 2.09454303 -0.95708054 0.89748524 1.97589472 1.17247609 1.98721204 1.14871429 -0.66053421 1.15940908 2.00597826 1.98721204 10.18150507 -1.53692669 -4.31782101 4.54605995 2.09454303 1.14871429 -1.53692669 1.91560613 0.82028590 -0.60419554 -0.95708054 -0.66053421 -4.31782101 0.82028590 1.89284253 -1.61190613 0.89748524 1.15940908 4.54605995 -0.60419554 -1.61190613 1.92403182 *** step number: 72 *** Deformation gradient in current step -0.44000000 -1.44000000 -1.44000000 1.44000000 2.44000000 1.44000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.1285249882 Kirchhoff stress -0.76510E+00 -0.75049E-01 0.78412E+00 -0.75049E-01 -0.58983E+00 -0.82175E+00 0.78412E+00 -0.82175E+00 -0.17151E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.20031753 2.11195604 1.97668940 2.03870357 -1.02918489 0.89952973 2.11195604 1.45929422 1.97426586 1.29239385 -0.72229394 1.18720514 1.97668940 1.97426586 9.18503562 -1.53951190 -4.13213965 4.30493060 2.03870357 1.29239385 -1.53951190 2.04205897 0.81722049 -0.65725154 -1.02918489 -0.72229394 -4.13213965 0.81722049 1.86430887 -1.61936168 0.89952973 1.18720514 4.30493060 -0.65725154 -1.61936168 1.90141524 *** step number: 73 *** Deformation gradient in current step -0.46000000 -1.46000000 -1.46000000 1.46000000 2.46000000 1.46000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.1000823592 Kirchhoff stress -0.74130E+00 -0.89176E-01 0.75428E+00 -0.89176E-01 -0.62174E+00 -0.77914E+00 0.75428E+00 -0.77914E+00 -0.15508E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.93526837 2.21880850 1.93760469 1.94480359 -1.08892240 0.89654906 2.21880850 1.75767120 1.94276481 1.42866717 -0.78055339 1.19786097 1.93760469 1.94276481 8.25244503 -1.53006768 -3.93569729 4.05032888 1.94480359 1.42866717 -1.53006768 2.13874169 0.80990901 -0.70646442 -1.08892240 -0.78055339 -3.93569729 0.80990901 1.82694949 -1.61397185 0.89654906 1.19786097 4.05032888 -0.70646442 -1.61397185 1.85964774 *** step number: 74 *** Deformation gradient in current step -0.48000000 -1.48000000 -1.48000000 1.48000000 2.48000000 1.48000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.7198042708E-01 Kirchhoff stress -0.70859E+00 -0.99563E-01 0.72198E+00 -0.99563E-01 -0.64812E+00 -0.73415E+00 0.72198E+00 -0.73415E+00 -0.13956E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.65358472 2.29166413 1.88982106 1.81602536 -1.13603628 0.88892392 2.29166413 2.06187127 1.89527862 1.55251594 -0.83266790 1.19181813 1.88982106 1.89527862 7.38468575 -1.50854389 -3.73083993 3.78731975 1.81602536 1.55251594 -1.50854389 2.20111805 0.79898466 -0.74948128 -1.13603628 -0.83266790 -3.73083993 0.79898466 1.78185991 -1.59542912 0.88892392 1.19181813 3.78731975 -0.74948128 -1.59542912 1.80155110 *** step number: 75 *** Deformation gradient in current step -0.50000000 -1.50000000 -1.50000000 1.50000000 2.50000000 1.50000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.4426037255E-01 Kirchhoff stress -0.66822E+00 -0.10569E+00 0.68779E+00 -0.10569E+00 -0.66822E+00 -0.68779E+00 0.68779E+00 -0.68779E+00 -0.12499E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.36701965 2.32847721 1.83658494 1.65773159 -1.17234114 0.87772406 2.32847721 2.36701965 1.83658494 1.65773159 -0.87772406 1.17234114 1.83658494 1.83658494 6.58460501 -1.47502687 -3.52195818 3.52195818 1.65773159 1.65773159 -1.47502687 2.22638179 0.78476501 -0.78476501 -1.17234114 -0.87772406 -3.52195818 0.78476501 1.73110567 -1.56452892 0.87772406 1.17234114 3.52195818 -0.78476501 -1.56452892 1.73110567 *** step number: 76 *** Deformation gradient in current step -0.52000000 -1.52000000 -1.52000000 1.52000000 2.52000000 1.52000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.1697545695E-01 Kirchhoff stress -0.62168E+00 -0.10729E+00 0.65215E+00 -0.10729E+00 -0.68133E+00 -0.64088E+00 0.65215E+00 -0.64088E+00 -0.11139E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.08648707 2.32696636 1.77777339 1.47658883 -1.19773974 0.86210551 2.32696636 2.66584648 1.76921098 1.73843905 -0.91366880 1.14167750 1.77777339 1.76921098 5.85001644 -1.43075672 -3.31025921 3.25736633 1.47658883 1.73843905 -1.43075672 2.21293974 0.76710380 -0.81098795 -1.19773974 -0.91366880 -3.31025921 0.76710380 1.67514840 -1.52181364 0.86210551 1.14167750 3.25736633 -0.81098795 -1.52181364 1.65154018 *** step number: 77 *** Deformation gradient in current step -0.54000000 -1.54000000 -1.54000000 1.54000000 2.54000000 1.54000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.9820133303E-02 Kirchhoff stress -0.57057E+00 -0.10431E+00 0.61559E+00 -0.10431E+00 -0.68671E+00 -0.59407E+00 0.61559E+00 -0.59407E+00 -0.98754E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.82057638 2.28821957 1.71429935 1.28026541 -1.21286007 0.84188576 2.28821957 2.94796704 1.69564739 1.78889209 -0.93988253 1.10161238 1.71429935 1.69564739 5.17898461 -1.37718445 -3.09843802 2.99667037 1.28026541 1.78889209 -1.37718445 2.16203486 0.74589384 -0.82777603 -1.21286007 -0.93988253 -3.09843802 0.74589384 1.61469292 -1.46863354 0.84188576 1.10161238 2.99667037 -0.82777603 -1.46863354 1.56549192 *** step number: 78 *** Deformation gradient in current step -0.56000000 -1.56000000 -1.56000000 1.56000000 2.56000000 1.56000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.3603540689E-01 Kirchhoff stress -0.51649E+00 -0.96999E-01 0.57860E+00 -0.96999E-01 -0.68396E+00 -0.54795E+00 0.57860E+00 -0.54795E+00 -0.87076E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.57574409 2.21469707 1.64728827 1.07707183 -1.21826362 0.81681570 2.21469707 3.20528886 1.61860996 1.80488808 -0.95637152 1.05527810 1.64728827 1.61860996 4.56983676 -1.31594648 -2.88831261 2.74267048 1.07707183 1.80488808 -1.31594648 2.07634197 0.72096200 -0.83544645 -1.21826362 -0.95637152 -2.88831261 0.72096200 1.55066192 -1.40651768 0.81681570 1.05527810 2.74267048 -0.83544645 -1.40651768 1.47588652 *** step number: 79 *** Deformation gradient in current step -0.58000000 -1.58000000 -1.58000000 1.58000000 2.58000000 1.58000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.6155147306E-01 Kirchhoff stress -0.46126E+00 -0.85910E-01 0.54156E+00 -0.85910E-01 -0.67286E+00 -0.50298E+00 0.54156E+00 -0.50298E+00 -0.76329E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.35997573 2.11230044 1.57862726 0.87570581 -1.21399492 0.78713173 2.11230044 3.42932489 1.54094869 1.78414974 -0.96383756 1.00519194 1.57862726 1.54094869 4.02069066 -1.24860763 -2.68216650 2.49781290 0.87570581 1.78414974 -1.24860763 1.96132313 0.69215638 -0.83445718 -1.21399492 -0.96383756 -2.68216650 0.69215638 1.48429156 -1.33735412 0.78713173 1.00519194 2.49781290 -0.83445718 -1.33735412 1.38511082 *** step number: 80 *** Deformation gradient in current step -0.60000000 -1.60000000 -1.60000000 1.60000000 2.60000000 1.60000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.8623520826E-01 Kirchhoff stress -0.40638E+00 -0.71789E-01 0.50485E+00 -0.71789E-01 -0.65354E+00 -0.45943E+00 0.50485E+00 -0.45943E+00 -0.66489E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.17564221 1.98768593 1.50953043 0.68369300 -1.20081613 0.75317759 1.98768593 3.61247396 1.46458833 1.72670984 -0.96330269 0.95336789 1.50953043 1.46458833 3.52854553 -1.17674689 -2.48189831 2.26387332 0.68369300 1.72670984 -1.17674689 1.82341034 0.65966314 -0.82582225 -1.20081613 -0.96330269 -2.48189831 0.65966314 1.41639786 -1.26280634 0.75317759 0.95336789 2.26387332 -0.82582225 -1.26280634 1.29485722 *** step number: 81 *** Deformation gradient in current step -0.62000000 -1.62000000 -1.62000000 1.62000000 2.62000000 1.62000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1099646718 Kirchhoff stress -0.35312E+00 -0.55480E-01 0.46880E+00 -0.55480E-01 -0.62623E+00 -0.41753E+00 0.46880E+00 -0.41753E+00 -0.57510E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02225401 1.84693589 1.44028510 0.50656754 -1.17847665 0.71479538 1.84693589 3.74472136 1.38962532 1.63362104 -0.95512447 0.89994137 1.44028510 1.38962532 3.08946996 -1.10232227 -2.28804804 2.04092775 0.50656754 1.63362104 -1.10232227 1.66959748 0.62378928 -0.81086446 -1.17847665 -0.95512447 -2.28804804 0.62378928 1.34747930 -1.18433582 0.71479538 0.89994137 2.04092775 -0.81086446 -1.18433582 1.20617369 *** step number: 82 *** Deformation gradient in current step -0.64000000 -1.64000000 -1.64000000 1.64000000 2.64000000 1.64000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1325786092 Kirchhoff stress -0.30267E+00 -0.38036E-01 0.43362E+00 -0.38036E-01 -0.59166E+00 -0.37741E+00 0.43362E+00 -0.37741E+00 -0.49356E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.89934320 1.69701189 1.37122137 0.34952282 -1.14705590 0.67223890 1.69701189 3.81970530 1.31553060 1.50932851 -0.93941233 0.84517210 1.37122137 1.31553060 2.69970615 -1.02681351 -2.10066762 1.82924394 0.34952282 1.50932851 -1.02681351 1.50793404 0.58512373 -0.79072770 -1.14705590 -0.93941233 -2.10066762 0.58512373 1.27801001 -1.10307978 0.67223890 0.84517210 1.82924394 -0.79072770 -1.10307978 1.11968783 *** step number: 83 *** Deformation gradient in current step -0.66000000 -1.66000000 -1.66000000 1.66000000 2.66000000 1.66000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1539252718 Kirchhoff stress -0.25595E+00 -0.20459E-01 0.39941E+00 -0.20459E-01 -0.55084E+00 -0.33920E+00 0.39941E+00 -0.33920E+00 -0.41989E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80821581 1.54891493 1.30744428 0.21590829 -1.10771555 0.62797861 1.54891493 3.84126542 1.24776264 1.36026102 -0.91991160 0.79159872 1.30744428 1.24776264 2.35993311 -0.95082284 -1.92252963 1.63118972 0.21590829 1.36026102 -0.95082284 1.34552049 0.54420165 -0.76629204 -1.10771555 -0.91991160 -1.92252963 0.54420165 1.21081537 -1.02128182 0.62797861 0.79159872 1.63118972 -0.76629204 -1.02128182 1.03686918 *** step number: 84 *** Deformation gradient in current step -0.68000000 -1.68000000 -1.68000000 1.68000000 2.68000000 1.68000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1738724922 Kirchhoff stress -0.21359E+00 -0.36381E-02 0.36629E+00 -0.36381E-02 -0.50490E+00 -0.30299E+00 0.36629E+00 -0.30299E+00 -0.35370E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.74428437 1.40591042 1.24707423 0.10600295 -1.05914148 0.58148783 1.40591042 3.80231325 1.18252839 1.19313306 -0.89480157 0.73735222 1.24707423 1.18252839 2.06326958 -0.87586703 -1.75209450 1.44541476 0.10600295 1.19313306 -0.87586703 1.18908693 0.50198564 -0.73869031 -1.05914148 -0.89480157 -1.75209450 0.50198564 1.14538540 -0.93910514 0.58148783 0.73735222 1.44541476 -0.73869031 -0.93910514 0.95758804 *** step number: 85 *** Deformation gradient in current step -0.70000000 -1.70000000 -1.70000000 1.70000000 2.70000000 1.70000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1923102371 Kirchhoff stress -0.17584E+00 0.11592E-01 0.33429E+00 0.11592E-01 -0.45524E+00 -0.26885E+00 0.33429E+00 -0.26885E+00 -0.29449E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.70206266 1.27194146 1.19034933 0.02013130 -1.00154546 0.53367818 1.27194146 3.70523715 1.11839743 1.01563789 -0.86396223 0.68215508 1.19034933 1.11839743 1.80513197 -0.80226666 -1.58886455 1.27161766 0.02013130 1.01563789 -0.80226666 1.04362737 0.45944931 -0.70861519 -1.00154546 -0.86396223 -1.58886455 0.45944931 1.08209272 -0.85689652 0.53367818 0.68215508 1.27161766 -0.70861519 -0.85689652 0.88160615 *** step number: 86 *** Deformation gradient in current step -0.72000000 -1.72000000 -1.72000000 1.72000000 2.72000000 1.72000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2091456510 Kirchhoff stress -0.14293E+00 0.24589E-01 0.30339E+00 0.24589E-01 -0.40325E+00 -0.23676E+00 0.30339E+00 -0.23676E+00 -0.24199E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.68302878 1.15581772 1.14244225 -0.04276738 -0.93715704 0.48708888 1.15581772 3.56138556 1.06188599 0.83621384 -0.83085726 0.62696421 1.14244225 1.06188599 1.58763088 -0.73047106 -1.43516799 1.11127884 -0.04276738 0.83621384 -0.73047106 0.91289021 0.41729015 -0.67620302 -0.93715704 -0.83085726 -1.43516799 0.41729015 1.02341593 -0.77654695 0.48708888 0.62696421 1.11127884 -0.67620302 -0.77654695 0.81030513 *** step number: 87 *** Deformation gradient in current step -0.74000000 -1.74000000 -1.74000000 1.74000000 2.74000000 1.74000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2243073765 Kirchhoff stress -0.11476E+00 0.34895E-01 0.27358E+00 0.34895E-01 -0.35056E+00 -0.20686E+00 0.27358E+00 -0.20686E+00 -0.19584E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.67763112 1.05216259 1.09813255 -0.08461924 -0.86354514 0.44064526 1.05216259 3.36788101 1.00417332 0.66188772 -0.79075952 0.56914872 1.09813255 1.00417332 1.40117347 -0.66068408 -1.28691661 0.96229817 -0.08461924 0.66188772 -0.66068408 0.79948879 0.37663267 -0.64194588 -0.86354514 -0.79075952 -1.28691661 0.37663267 0.96782856 -0.69692604 0.44064526 0.56914872 0.96229817 -0.64194588 -0.69692604 0.74324834 *** step number: 88 *** Deformation gradient in current step -0.76000000 -1.76000000 -1.76000000 1.76000000 2.76000000 1.76000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2377834123 Kirchhoff stress -0.91135E-01 0.42278E-01 0.24484E+00 0.42278E-01 -0.29848E+00 -0.17920E+00 0.24484E+00 -0.17920E+00 -0.15566E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.68889301 0.97218989 1.06568811 -0.10785343 -0.78577426 0.39810011 0.97218989 3.14765415 0.95691855 0.49837476 -0.74985862 0.51272489 1.06568811 0.95691855 1.25075114 -0.59275897 -1.14817732 0.82712347 -0.10785343 0.49837476 -0.59275897 0.70448267 0.33835588 -0.60584241 -0.78577426 -0.74985862 -1.14817732 0.33835588 0.91834351 -0.61988825 0.39810011 0.51272489 0.82712347 -0.60584241 -0.61988825 0.68168068 *** step number: 89 *** Deformation gradient in current step -0.78000000 -1.78000000 -1.78000000 1.78000000 2.78000000 1.78000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2495748452 Kirchhoff stress -0.71622E-01 0.46661E-01 0.21710E+00 0.46661E-01 -0.24835E+00 -0.15386E+00 0.21710E+00 -0.15386E+00 -0.12113E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.70476909 0.90474809 1.03676643 -0.11521376 -0.70072955 0.35760148 0.90474809 2.89458635 0.90822423 0.35118164 -0.70167176 0.45397270 1.03676643 0.90822423 1.12486280 -0.52623335 -1.01364668 0.70297020 -0.11521376 0.35118164 -0.52623335 0.62799047 0.30316158 -0.56759371 -0.70072955 -0.70167176 -1.01364668 0.30316158 0.87271491 -0.54401660 0.35760148 0.45397270 0.70297020 -0.56759371 -0.54401660 0.62533741 *** step number: 90 *** Deformation gradient in current step -0.80000000 -1.80000000 -1.80000000 1.80000000 2.80000000 1.80000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2597149770 Kirchhoff stress -0.55949E-01 0.48053E-01 0.19045E+00 0.48053E-01 -0.20147E+00 -0.13095E+00 0.19045E+00 -0.13095E+00 -0.92055E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.72396593 0.85125590 1.01259424 -0.10855987 -0.61164666 0.32040569 0.85125590 2.62331326 0.86159756 0.22457024 -0.64801999 0.39504650 1.01259424 0.86159756 1.02318418 -0.46065819 -0.88422165 0.59095198 -0.10855987 0.22457024 -0.46065819 0.56963991 0.27148808 -0.52707318 -0.61164666 -0.64801999 -0.88422165 0.27148808 0.83203576 -0.46996167 0.32040569 0.39504650 0.59095198 -0.52707318 -0.46996167 0.57573665 *** step number: 91 *** Deformation gradient in current step -0.82000000 -1.82000000 -1.82000000 1.82000000 2.82000000 1.82000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2682785217 Kirchhoff stress -0.43483E-01 0.46774E-01 0.16482E+00 0.46774E-01 -0.15858E+00 -0.11036E+00 0.16482E+00 -0.11036E+00 -0.67901E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75451688 0.82696092 1.00488237 -0.09259146 -0.52540388 0.28964343 0.82696092 2.36475563 0.83454276 0.11886062 -0.59554950 0.34006612 1.00488237 0.83454276 0.95592472 -0.39671044 -0.76496790 0.49367895 -0.09259146 0.11886062 -0.39671044 0.52844454 0.24374102 -0.48385728 -0.52540388 -0.59554950 -0.76496790 0.24374102 0.79784654 -0.39921608 0.28964343 0.34006612 0.49367895 -0.48385728 -0.39921608 0.53377838 *** step number: 92 *** Deformation gradient in current step -0.84000000 -1.84000000 -1.84000000 1.84000000 2.84000000 1.84000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2753603933 Kirchhoff stress -0.33700E-01 0.43189E-01 0.14038E+00 0.43189E-01 -0.12063E+00 -0.92150E-01 0.14038E+00 -0.92150E-01 -0.48384E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.77505331 0.80657127 0.99385969 -0.06946091 -0.43742090 0.26072881 0.80657127 2.09923392 0.80360105 0.03702350 -0.53471259 0.28444051 0.99385969 0.80360105 0.90090038 -0.33319615 -0.64836436 0.40709255 -0.06946091 0.03702350 -0.33319615 0.50274390 0.21930356 -0.43758567 -0.43742090 -0.53471259 -0.64836436 0.21930356 0.76669995 -0.33037821 0.26072881 0.28444051 0.40709255 -0.43758567 -0.33037821 0.49967489 *** step number: 93 *** Deformation gradient in current step -0.86000000 -1.86000000 -1.86000000 1.86000000 2.86000000 1.86000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2810995617 Kirchhoff stress -0.26011E-01 0.37724E-01 0.11714E+00 0.37724E-01 -0.87919E-01 -0.76184E-01 0.11714E+00 -0.76184E-01 -0.33132E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.78914119 0.79650147 0.98409056 -0.04224043 -0.35267905 0.23464355 0.79650147 1.84395668 0.77913567 -0.02191282 -0.46952192 0.23211861 0.98409056 0.77913567 0.86327450 -0.27074850 -0.53750411 0.33160242 -0.04224043 -0.02191282 -0.27074850 0.49036505 0.19767757 -0.38774484 -0.35267905 -0.46952192 -0.53750411 0.19767757 0.73887460 -0.26462252 0.23464355 0.23211861 0.33160242 -0.38774484 -0.26462252 0.47473358 *** step number: 94 *** Deformation gradient in current step -0.88000000 -1.88000000 -1.88000000 1.88000000 2.88000000 1.88000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2856191464 Kirchhoff stress -0.19993E-01 0.30968E-01 0.95294E-01 0.30968E-01 -0.60860E-01 -0.62295E-01 0.95294E-01 -0.62295E-01 -0.21644E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.79761572 0.79566224 0.97417153 -0.01511194 -0.27429485 0.21033997 0.79566224 1.60985173 0.76306426 -0.05895724 -0.40113735 0.18437728 0.97417153 0.76306426 0.84022384 -0.21046474 -0.43365513 0.26703833 -0.01511194 -0.05895724 -0.21046474 0.48929049 0.17779676 -0.33452921 -0.27429485 -0.40113735 -0.43365513 0.17779676 0.71340828 -0.20299510 0.21033997 0.18437728 0.26703833 -0.33452921 -0.20299510 0.45964543 *** step number: 95 *** Deformation gradient in current step -0.90000000 -1.90000000 -1.90000000 1.90000000 2.90000000 1.90000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2890848164 Kirchhoff stress -0.15060E-01 0.23608E-01 0.75000E-01 0.23608E-01 -0.39310E-01 -0.50162E-01 0.75000E-01 -0.50162E-01 -0.13349E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81341311 0.81636740 0.97592278 0.00775338 -0.20696499 0.18752987 0.81636740 1.41740745 0.77103567 -0.07767053 -0.33335447 0.14335725 0.97592278 0.77103567 0.84225698 -0.15450880 -0.34023239 0.21354098 0.00775338 -0.07767053 -0.15450880 0.49642711 0.15810573 -0.27858184 -0.20696499 -0.33335447 -0.34023239 0.15810573 0.68931387 -0.14699375 0.18752987 0.14335725 0.21354098 -0.27858184 -0.14699375 0.45464526 *** step number: 96 *** Deformation gradient in current step -0.92000000 -1.92000000 -1.92000000 1.92000000 2.92000000 1.92000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2916483397 Kirchhoff stress -0.10714E-01 0.16300E-01 0.56365E-01 0.16300E-01 -0.23048E-01 -0.39411E-01 0.56365E-01 -0.39411E-01 -0.75706E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81365103 0.82984808 0.96377752 0.02462522 -0.14681910 0.16131334 0.82984808 1.24284168 0.77706679 -0.07931649 -0.26195738 0.10665492 0.96377752 0.77706679 0.84247124 -0.10363391 -0.25332652 0.16649208 0.02462522 -0.07931649 -0.10363391 0.50863949 0.13651164 -0.22055082 -0.14681910 -0.26195738 -0.25332652 0.13651164 0.66399934 -0.09756040 0.16131334 0.10665492 0.16649208 -0.22055082 -0.09756040 0.45906975 *** step number: 97 *** Deformation gradient in current step -0.94000000 -1.94000000 -1.94000000 1.94000000 2.94000000 1.94000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2934665539 Kirchhoff stress -0.68399E-02 0.96952E-02 0.39653E-01 0.96952E-02 -0.11613E-01 -0.29579E-01 0.39653E-01 -0.29579E-01 -0.38226E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81180067 0.84385618 0.94607039 0.03305605 -0.09780115 0.13093829 0.84385618 1.09918628 0.79117372 -0.06781461 -0.19102751 0.07512353 0.94607039 0.79117372 0.84606580 -0.06052499 -0.17614884 0.12440683 0.03305605 -0.06781461 -0.06052499 0.52255640 0.11126165 -0.16187932 -0.09780115 -0.19102751 -0.17614884 0.11126165 0.63686117 -0.05650559 0.13093829 0.07512353 0.12440683 -0.16187932 -0.05650559 0.47209170 *** step number: 98 *** Deformation gradient in current step -0.96000000 -1.96000000 -1.96000000 1.96000000 2.96000000 1.96000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2946610067 Kirchhoff stress -0.35551E-02 0.45144E-02 0.24758E-01 0.45144E-02 -0.44938E-02 -0.20112E-01 0.24758E-01 -0.20112E-01 -0.15361E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81402036 0.85627647 0.92348118 0.03074476 -0.05804630 0.09463417 0.85627647 0.98854608 0.81249486 -0.04800268 -0.12255898 0.04829649 0.92348118 0.81249486 0.85053363 -0.02768799 -0.10872533 0.08468256 0.03074476 -0.04800268 -0.02768799 0.53540036 0.08070539 -0.10438762 -0.05804630 -0.12255898 -0.10872533 0.08070539 0.60814465 -0.02569886 0.09463417 0.04829649 0.08468256 -0.10438762 -0.02569886 0.49257661 *** step number: 99 *** Deformation gradient in current step -0.98000000 -1.98000000 -1.98000000 1.98000000 2.98000000 1.98000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2953359111 Kirchhoff stress -0.10985E-02 0.11567E-02 0.11617E-01 0.11567E-02 -0.87484E-03 -0.10422E-01 0.11617E-01 -0.10422E-01 -0.35735E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82639891 0.86475326 0.89673300 0.01924651 -0.02646976 0.05111434 0.86475326 0.90845787 0.83880254 -0.02378090 -0.05827843 0.02396583 0.89673300 0.83880254 0.85454387 -0.00704007 -0.05033051 0.04414899 0.01924651 -0.02378090 -0.00704007 0.54432836 0.04369418 -0.04979378 -0.02646976 -0.05827843 -0.05033051 0.04369418 0.57795599 -0.00651108 0.05111434 0.02396583 0.04414899 -0.04979378 -0.00651108 0.51837493 *** step number: 100 *** Deformation gradient in current step -1.00000000 -2.00000000 -2.00000000 2.00000000 3.00000000 2.00000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2955521547 Kirchhoff stress -0.10813E-14 -0.52656E-15 -0.23958E-15 -0.52656E-15 -0.94439E-15 -0.47663E-15 -0.24250E-15 -0.47195E-15 -0.10604E-14 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85606578 0.86776038 0.86776038 0.00000000 0.00000000 0.00000000 0.86776038 0.85606578 0.86776038 0.00000000 0.00000000 0.00000000 0.86776038 0.86776038 0.85606578 0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.00000000 0.54751948 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.54751948 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.54751948 * CB-KIM calculation successfully completed