---------------------------------------------------------------------------- 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(fcc)' * Warning: for a simple bravais lattice * Warning: ShuffleOn is reset to ShuffleOn = FALSE material information Bravais lattice vectors: a1 = 0.00000 2.00000 2.00000 a2 = 2.00000 0.00000 2.00000 a3 = 2.00000 2.00000 0.00000 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: Pair_Morse_Shifted_GirifalcoWeizer_MedCutoff_Cu__MO_173787283511_001 Maximum cut-off distance: 8.4596500000 **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 0.0000000000000000 2.0000000000000000 2.0000000000000000 2.0000000000000000 0.0000000000000000 2.0000000000000000 2.0000000000000000 2.0000000000000000 0.0000000000000000 *** 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: 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 *** 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 0.00000000000000000000 1.80657406391115316069 1.80657406391115316069 1.80657406391115316069 0.00000000000000000000 1.80657406391115316069 1.80657406391115316069 1.80657406391115316069 0.00000000000000000000 **deform crystal** Method: fixed shifts Mode: multiple steps, nsteps = 100 Deformation gradient 0.50000000 -0.50000000 -0.50000000 0.50000000 1.50000000 0.50000000 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) = -0.2963607407 Kirchhoff stress 0.83449E-10 0.93965E-17 -0.68221E-17 0.96171E-17 0.83449E-10 0.49832E-17 -0.69324E-17 0.47626E-17 0.83449E-10 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08932532 0.76385235 0.76385235 0.00000000 0.00000000 -0.00000000 0.76385235 1.08932532 0.76385235 -0.00000000 -0.00000000 -0.00000000 0.76385235 0.76385235 1.08932532 0.00000000 -0.00000000 0.00000000 0.00000000 -0.00000000 -0.00000000 0.76385235 -0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 0.76385235 -0.00000000 -0.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 0.76385235 *** step number: 1 *** Deformation gradient in current step 0.99500000 -0.00500000 -0.00500000 0.00500000 1.00500000 0.00500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2963351089 Kirchhoff stress -0.11195E-02 -0.25933E-03 -0.34579E-02 -0.25933E-03 0.20618E-02 0.34848E-02 -0.34579E-02 0.34848E-02 0.27777E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07653035 0.76188932 0.78221025 -0.00523868 0.01173950 0.00736948 0.76188932 1.09805875 0.74192950 0.00700790 -0.00762033 -0.01305699 0.78221025 0.74192950 1.08818948 0.00131771 0.01851220 -0.01851088 -0.00523868 0.00700790 0.00131771 0.76188932 0.00736948 -0.00762033 0.01173950 -0.00762033 0.01851220 0.00736948 0.78221025 0.00131771 0.00736948 -0.01305699 -0.01851088 -0.00762033 0.00131771 0.74192950 *** step number: 2 *** Deformation gradient in current step 0.99000000 -0.01000000 -0.01000000 0.01000000 1.01000000 0.01000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2962573803 Kirchhoff stress -0.26292E-02 -0.35263E-03 -0.75530E-02 -0.35263E-03 0.37998E-02 0.69767E-02 -0.75530E-02 0.69767E-02 -0.30977E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06582665 0.76089711 0.80261786 -0.01164350 0.02505702 0.01449193 0.76089711 1.10824780 0.72180974 0.01251917 -0.01316376 -0.02761712 0.80261786 0.72180974 1.09154520 0.00292593 0.04017467 -0.03666450 -0.01164350 0.01251917 0.00292593 0.76089711 0.01449193 -0.01316376 0.02505702 -0.01316376 0.04017467 0.01449193 0.80261786 0.00292593 0.01449193 -0.02761712 -0.03666450 -0.01316376 0.00292593 0.72180974 *** step number: 3 *** Deformation gradient in current step 0.98500000 -0.01500000 -0.01500000 0.01500000 1.01500000 0.01500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2961256393 Kirchhoff stress -0.40625E-02 -0.50387E-03 -0.11823E-01 -0.50387E-03 0.55977E-02 0.10240E-01 -0.11823E-01 0.10240E-01 -0.12978E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05505525 0.75927781 0.82301924 -0.01828496 0.03786495 0.02211186 0.75927781 1.11820336 0.70195553 0.01764470 -0.01814278 -0.04248290 0.82301924 0.70195553 1.09718354 0.00558466 0.06287872 -0.05350888 -0.01828496 0.01764470 0.00558466 0.75927781 0.02211186 -0.01814278 0.03786495 -0.01814278 0.06287872 0.02211186 0.82301924 0.00558466 0.02211186 -0.04248290 -0.05350888 -0.01814278 0.00558466 0.70195553 *** step number: 4 *** 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) = -0.2959403607 Kirchhoff stress -0.52818E-02 -0.62099E-03 -0.16389E-01 -0.62099E-03 0.75142E-02 0.13169E-01 -0.16389E-01 0.13169E-01 -0.25456E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04358728 0.75672497 0.84265857 -0.02558436 0.05078988 0.03067440 0.75672497 1.12773184 0.68210691 0.02213279 -0.02222208 -0.05738125 0.84265857 0.68210691 1.10438306 0.00881482 0.08724403 -0.06850839 -0.02558436 0.02213279 0.00881482 0.75672497 0.03067440 -0.02222208 0.05078988 -0.02222208 0.08724403 0.03067440 0.84265857 0.00881482 0.03067440 -0.05738125 -0.06850839 -0.02222208 0.00881482 0.68210691 *** step number: 5 *** Deformation gradient in current step 0.97500000 -0.02500000 -0.02500000 0.02500000 1.02500000 0.02500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2957022306 Kirchhoff stress -0.65514E-02 -0.88771E-03 -0.20964E-01 -0.88771E-03 0.94182E-02 0.15938E-01 -0.20964E-01 0.15938E-01 -0.43224E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03279976 0.75388422 0.86283636 -0.03258355 0.06242747 0.03922665 0.75388422 1.13708696 0.66297432 0.02638536 -0.02602738 -0.07269868 0.86283636 0.66297432 1.11452352 0.01354833 0.11180442 -0.08256252 -0.03258355 0.02638536 0.01354833 0.75388422 0.03922665 -0.02602738 0.06242747 -0.02602738 0.11180442 0.03922665 0.86283636 0.01354833 0.03922665 -0.07269868 -0.08256252 -0.02602738 0.01354833 0.66297432 *** step number: 6 *** Deformation gradient in current step 0.97000000 -0.03000000 -0.03000000 0.03000000 1.03000000 0.03000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2954119319 Kirchhoff stress -0.77338E-02 -0.12126E-02 -0.25668E-01 -0.12126E-02 0.11367E-01 0.18447E-01 -0.25668E-01 0.18447E-01 -0.64857E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02205636 0.75045975 0.88279496 -0.03970394 0.07340933 0.04820872 0.75045975 1.14607815 0.64430029 0.03015892 -0.02922978 -0.08816668 0.88279496 0.64430029 1.12687362 0.01930399 0.13717124 -0.09514865 -0.03970394 0.03015892 0.01930399 0.75045975 0.04820872 -0.02922978 0.07340933 -0.02922978 0.13717124 0.04820872 0.88279496 0.01930399 0.04820872 -0.08816668 -0.09514865 -0.02922978 0.01930399 0.64430029 *** step number: 7 *** Deformation gradient in current step 0.96500000 -0.03500000 -0.03500000 0.03500000 1.03500000 0.03500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2950704277 Kirchhoff stress -0.88260E-02 -0.15956E-02 -0.30483E-01 -0.15956E-02 0.13355E-01 0.20685E-01 -0.30483E-01 0.20685E-01 -0.90279E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01139206 0.74647363 0.90246251 -0.04690793 0.08368924 0.05759476 0.74647363 1.15466161 0.62614653 0.03342737 -0.03181893 -0.10373382 0.90246251 0.62614653 1.14139508 0.02606670 0.16325967 -0.10622196 -0.04690793 0.03342737 0.02606670 0.74647363 0.05759476 -0.03181893 0.08368924 -0.03181893 0.16325967 0.05759476 0.90246251 0.02606670 0.05759476 -0.10373382 -0.10622196 -0.03181893 0.02606670 0.62614653 *** step number: 8 *** 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) = -0.2946796601 Kirchhoff stress -0.98258E-02 -0.20218E-02 -0.35385E-01 -0.20218E-02 0.15111E-01 0.22518E-01 -0.35385E-01 0.22518E-01 -0.12000E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00084079 0.74196008 0.92176894 -0.05415937 0.09322235 0.06736132 0.74196008 1.16550746 0.60917708 0.03601398 -0.03385814 -0.11806885 0.92176894 0.60917708 1.15817703 0.03378429 0.18996569 -0.11545707 -0.05415937 0.03601398 0.03378429 0.74196008 0.06736132 -0.03385814 0.09322235 -0.03385814 0.18996569 0.06736132 0.92176894 0.03378429 0.06736132 -0.11806885 -0.11545707 -0.03385814 0.03378429 0.60917708 *** step number: 9 *** Deformation gradient in current step 0.95500000 -0.04500000 -0.04500000 0.04500000 1.04500000 0.04500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2942414222 Kirchhoff stress -0.10505E-01 -0.26270E-02 -0.40255E-01 -0.26270E-02 0.17227E-01 0.24143E-01 -0.40255E-01 0.24143E-01 -0.15207E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98857391 0.73650948 0.94012852 -0.06053517 0.10099173 0.07793589 0.73650948 1.17290414 0.59208695 0.03839860 -0.03541946 -0.13365258 0.94012852 0.59208695 1.17674799 0.04274583 0.21696304 -0.12328098 -0.06053517 0.03839860 0.04274583 0.73650948 0.07793589 -0.03541946 0.10099173 -0.03541946 0.21696304 0.07793589 0.94012852 0.04274583 0.07793589 -0.13365258 -0.12328098 -0.03541946 0.04274583 0.59208695 *** step number: 10 *** Deformation gradient in current step 0.95000000 -0.05000000 -0.05000000 0.05000000 1.05000000 0.05000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2937573822 Kirchhoff stress -0.11296E-01 -0.31888E-02 -0.45294E-01 -0.31888E-02 0.19314E-01 0.25528E-01 -0.45294E-01 0.25528E-01 -0.18821E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97825321 0.73098970 0.95846058 -0.06773650 0.10885165 0.08838501 0.73098970 1.17986358 0.57580572 0.04002548 -0.03613138 -0.14928048 0.95846058 0.57580572 1.19746432 0.05242219 0.24465927 -0.12960177 -0.06773650 0.04002548 0.05242219 0.73098970 0.08838501 -0.03613138 0.10885165 -0.03613138 0.24465927 0.08838501 0.95846058 0.05242219 0.08838501 -0.14928048 -0.12960177 -0.03613138 0.05242219 0.57580572 *** step number: 11 *** Deformation gradient in current step 0.94500000 -0.05500000 -0.05500000 0.05500000 1.05500000 0.05500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2932276867 Kirchhoff stress -0.11986E-01 -0.38087E-02 -0.50373E-01 -0.38087E-02 0.21415E-01 0.26613E-01 -0.50373E-01 0.26613E-01 -0.22772E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96813706 0.72502806 0.97621313 -0.07488172 0.11584062 0.09911809 0.72502806 1.18625109 0.56027833 0.04107668 -0.03620061 -0.16480101 0.97621313 0.56027833 1.22012939 0.06301675 0.27270775 -0.13427244 -0.07488172 0.04107668 0.06301675 0.72502806 0.09911809 -0.03620061 0.11584062 -0.03620061 0.27270775 0.09911809 0.97621313 0.06301675 0.09911809 -0.16480101 -0.13427244 -0.03620061 0.06301675 0.56027833 *** step number: 12 *** 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) = -0.2926541527 Kirchhoff stress -0.12570E-01 -0.44861E-02 -0.55474E-01 -0.44861E-02 0.23522E-01 0.27394E-01 -0.55474E-01 0.27394E-01 -0.27045E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95825556 0.71866120 0.99331579 -0.08194037 0.12192296 0.11010041 0.71866120 1.19202684 0.54555832 0.04154301 -0.03562327 -0.18016468 0.99331579 0.54555832 1.24467014 0.07449933 0.30100984 -0.13727075 -0.08194037 0.04154301 0.07449933 0.71866120 0.11010041 -0.03562327 0.12192296 -0.03562327 0.30100984 0.11010041 0.99331579 0.07449933 0.11010041 -0.18016468 -0.13727075 -0.03562327 0.07449933 0.54555832 *** step number: 13 *** Deformation gradient in current step 0.93500000 -0.06500000 -0.06500000 0.06500000 1.06500000 0.06500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2920387582 Kirchhoff stress -0.13048E-01 -0.52205E-02 -0.60579E-01 -0.52205E-02 0.25629E-01 0.27868E-01 -0.60579E-01 0.27868E-01 -0.31627E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94863813 0.71192771 1.00969930 -0.08888403 0.12706598 0.12129541 0.71192771 1.19715276 0.53169736 0.04141922 -0.03439684 -0.19532248 1.00969930 0.53169736 1.27100660 0.08683661 0.32946474 -0.13857943 -0.08888403 0.04141922 0.08683661 0.71192771 0.12129541 -0.03439684 0.12706598 -0.03439684 0.32946474 0.12129541 1.00969930 0.08683661 0.12129541 -0.19532248 -0.13857943 -0.03439684 0.08683661 0.53169736 *** step number: 14 *** Deformation gradient in current step 0.93000000 -0.07000000 -0.07000000 0.07000000 1.07000000 0.07000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2913852993 Kirchhoff stress -0.13412E-01 -0.61445E-02 -0.65538E-01 -0.61445E-02 0.27398E-01 0.27784E-01 -0.65538E-01 0.27784E-01 -0.36492E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93929002 0.70521007 1.02490727 -0.09546515 0.13106043 0.13285642 0.70521007 1.20501194 0.51912023 0.04187665 -0.03278025 -0.20957229 1.02490727 0.51912023 1.29897357 0.10026765 0.35678516 -0.13592612 -0.09546515 0.04187665 0.10026765 0.70521007 0.13285642 -0.03278025 0.13106043 -0.03278025 0.35678516 0.13285642 1.02490727 0.10026765 0.13285642 -0.20957229 -0.13592612 -0.03278025 0.10026765 0.51912023 *** step number: 15 *** Deformation gradient in current step 0.92500000 -0.07500000 -0.07500000 0.07500000 1.07500000 0.07500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2906966408 Kirchhoff stress -0.13156E-01 -0.69826E-02 -0.70355E-01 -0.69826E-02 0.29502E-01 0.27621E-01 -0.70355E-01 0.27621E-01 -0.41466E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92514612 0.69776591 1.03847239 -0.10227256 0.13224154 0.14446330 0.69776591 1.20864873 0.50706880 0.04051330 -0.03029509 -0.22417615 1.03847239 0.50706880 1.32771019 0.11434113 0.38432474 -0.13372030 -0.10227256 0.04051330 0.11434113 0.69776591 0.14446330 -0.03029509 0.13224154 -0.03029509 0.38432474 0.14446330 1.03847239 0.11434113 0.14446330 -0.22417615 -0.13372030 -0.03029509 0.11434113 0.50706880 *** step number: 16 *** 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) = -0.2899768013 Kirchhoff stress -0.13340E-01 -0.77370E-02 -0.75337E-01 -0.77370E-02 0.31315E-01 0.27164E-01 -0.75337E-01 0.27164E-01 -0.46838E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91642448 0.69083634 1.05222092 -0.10914390 0.13429435 0.15605191 0.69083634 1.21409994 0.49604484 0.03723481 -0.02712638 -0.23843521 1.05222092 0.49604484 1.35862337 0.12901390 0.41252148 -0.12992680 -0.10914390 0.03723481 0.12901390 0.69083634 0.15605191 -0.02712638 0.13429435 -0.02712638 0.41252148 0.15605191 1.05222092 0.12901390 0.15605191 -0.23843521 -0.12992680 -0.02712638 0.12901390 0.49604484 *** step number: 17 *** Deformation gradient in current step 0.91500000 -0.08500000 -0.08500000 0.08500000 1.08500000 0.08500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2892253210 Kirchhoff stress -0.13338E-01 -0.86824E-02 -0.80245E-01 -0.86824E-02 0.33365E-01 0.26397E-01 -0.80245E-01 0.26397E-01 -0.52445E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90788295 0.68299916 1.06498716 -0.11544505 0.13530802 0.16768817 0.68299916 1.21613300 0.48606539 0.03475403 -0.02331389 -0.25229863 1.06498716 0.48606539 1.39094231 0.14437520 0.44044858 -0.12442631 -0.11544505 0.03475403 0.14437520 0.68299916 0.16768817 -0.02331389 0.13530802 -0.02331389 0.44044858 0.16768817 1.06498716 0.14437520 0.16768817 -0.25229863 -0.12442631 -0.02331389 0.14437520 0.48606539 *** step number: 18 *** Deformation gradient in current step 0.91000000 -0.09000000 -0.09000000 0.09000000 1.09000000 0.09000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2884442858 Kirchhoff stress -0.13220E-01 -0.96777E-02 -0.85060E-01 -0.96777E-02 0.35375E-01 0.25319E-01 -0.85060E-01 0.25319E-01 -0.58268E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.89973942 0.67500612 1.07671211 -0.12152630 0.13526863 0.17932735 0.67500612 1.21736522 0.47717084 0.03171719 -0.01886346 -0.26572038 1.07671211 0.47717084 1.42455399 0.16037523 0.46799845 -0.11722869 -0.12152630 0.03171719 0.16037523 0.67500612 0.17932735 -0.01886346 0.13526863 -0.01886346 0.46799845 0.17932735 1.07671211 0.16037523 0.17932735 -0.26572038 -0.11722869 -0.01886346 0.16037523 0.47717084 *** step number: 19 *** Deformation gradient in current step 0.90500000 -0.09500000 -0.09500000 0.09500000 1.09500000 0.09500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2876414300 Kirchhoff stress -0.12676E-01 -0.10678E-01 -0.89725E-01 -0.10678E-01 0.36572E-01 0.23648E-01 -0.89725E-01 0.23648E-01 -0.64447E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.88784646 0.66719227 1.08738150 -0.12690599 0.13414109 0.19102828 0.66719227 1.22578747 0.47068369 0.02732062 -0.01410800 -0.27603438 1.08738150 0.47068369 1.46002876 0.17677516 0.49492751 -0.10747482 -0.12690599 0.02732062 0.17677516 0.66719227 0.19102828 -0.01410800 0.13414109 -0.01410800 0.49492751 0.19102828 1.08738150 0.17677516 0.19102828 -0.27603438 -0.10747482 -0.01410800 0.17677516 0.47068369 *** step number: 20 *** 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) = -0.2868169820 Kirchhoff stress -0.11922E-01 -0.11675E-01 -0.94151E-01 -0.11675E-01 0.38562E-01 0.21954E-01 -0.94151E-01 0.21954E-01 -0.70380E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87682554 0.65856178 1.09605769 -0.13363104 0.13149093 0.20261150 0.65856178 1.22491122 0.46397088 0.02307343 -0.00841836 -0.28857555 1.09605769 0.46397088 1.49358442 0.19402681 0.52006631 -0.09677151 -0.13363104 0.02307343 0.19402681 0.65856178 0.20261150 -0.00841836 0.13149093 -0.00841836 0.52006631 0.20261150 1.09605769 0.19402681 0.20261150 -0.28857555 -0.09677151 -0.00841836 0.19402681 0.46397088 *** step number: 21 *** Deformation gradient in current step 0.89500000 -0.10500000 -0.10500000 0.10500000 1.10500000 0.10500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2859741801 Kirchhoff stress -0.11421E-01 -0.12800E-01 -0.98571E-01 -0.12800E-01 0.40447E-01 0.19986E-01 -0.98571E-01 0.19986E-01 -0.76695E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86974554 0.65030884 1.10431634 -0.13902399 0.12824817 0.21397247 0.65030884 1.22325019 0.45847511 0.01847714 -0.00210477 -0.30053832 1.10431634 0.45847511 1.53017134 0.21161016 0.54578875 -0.08466192 -0.13902399 0.01847714 0.21161016 0.65030884 0.21397247 -0.00210477 0.12824817 -0.00210477 0.54578875 0.21397247 1.10431634 0.21161016 0.21397247 -0.30053832 -0.08466192 -0.00210477 0.21161016 0.45847511 *** step number: 22 *** Deformation gradient in current step 0.89000000 -0.11000000 -0.11000000 0.11000000 1.11000000 0.11000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2851138171 Kirchhoff stress -0.10803E-01 -0.13964E-01 -0.10282E+00 -0.13964E-01 0.42257E-01 0.17727E-01 -0.10282E+00 0.17727E-01 -0.83135E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86316599 0.64206488 1.11133326 -0.14415203 0.12394413 0.22514633 0.64206488 1.22074588 0.45420004 0.01341996 0.00480340 -0.31187769 1.11133326 0.45420004 1.56754008 0.22960072 0.57070472 -0.07095338 -0.14415203 0.01341996 0.22960072 0.64206488 0.22514633 0.00480340 0.12394413 0.00480340 0.57070472 0.22514633 1.11133326 0.22960072 0.22514633 -0.31187769 -0.07095338 0.00480340 0.22960072 0.45420004 *** step number: 23 *** Deformation gradient in current step 0.88500000 -0.11500000 -0.11500000 0.11500000 1.11500000 0.11500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2842401381 Kirchhoff stress -0.97457E-02 -0.15115E-01 -0.10697E+00 -0.15115E-01 0.43717E-01 0.15303E-01 -0.10697E+00 0.15303E-01 -0.89720E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85330515 0.63383729 1.11688596 -0.14939443 0.11942833 0.23616511 0.63383729 1.22015786 0.45178604 0.00777870 0.01236885 -0.32385807 1.11688596 0.45178604 1.60567919 0.24788072 0.59476633 -0.05597480 -0.14939443 0.00777870 0.24788072 0.63383729 0.23616511 0.01236885 0.11942833 0.01236885 0.59476633 0.23616511 1.11688596 0.24788072 0.23616511 -0.32385807 -0.05597480 0.01236885 0.24788072 0.45178604 *** step number: 24 *** 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) = -0.2833566065 Kirchhoff stress -0.88835E-02 -0.16341E-01 -0.11084E+00 -0.16341E-01 0.45359E-01 0.12479E-01 -0.11084E+00 0.12479E-01 -0.96332E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84768069 0.62571983 1.12129808 -0.15400497 0.11306986 0.24682442 0.62571983 1.21591154 0.45000784 0.00189132 0.02041546 -0.33380126 1.12129808 0.45000784 1.64418124 0.26648430 0.61776013 -0.03918994 -0.15400497 0.00189132 0.26648430 0.62571983 0.24682442 0.02041546 0.11306986 0.02041546 0.61776013 0.24682442 1.12129808 0.26648430 0.24682442 -0.33380126 -0.03918994 0.02041546 0.26648430 0.45000784 *** step number: 25 *** Deformation gradient in current step 0.87500000 -0.12500000 -0.12500000 0.12500000 1.12500000 0.12500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2824662241 Kirchhoff stress -0.79669E-02 -0.17684E-01 -0.11458E+00 -0.17684E-01 0.46769E-01 0.92546E-02 -0.11458E+00 0.92546E-02 -0.10313E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84277059 0.61802606 1.12467045 -0.15813164 0.10590151 0.25745498 0.61802606 1.21151420 0.45020002 -0.00389798 0.02945665 -0.34231388 1.12467045 0.45020002 1.68371840 0.28574909 0.64009914 -0.02026088 -0.15813164 -0.00389798 0.28574909 0.61802606 0.25745498 0.02945665 0.10590151 0.02945665 0.64009914 0.25745498 1.12467045 0.28574909 0.25745498 -0.34231388 -0.02026088 0.02945665 0.28574909 0.45020002 *** step number: 26 *** Deformation gradient in current step 0.87000000 -0.13000000 -0.13000000 0.13000000 1.13000000 0.13000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2815726034 Kirchhoff stress -0.64644E-02 -0.18878E-01 -0.11773E+00 -0.18878E-01 0.48271E-01 0.59965E-02 -0.11773E+00 0.59965E-02 -0.10961E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83483477 0.60984096 1.12503128 -0.16250631 0.09551534 0.26698457 0.60984096 1.20547040 0.45067325 -0.01068895 0.03821740 -0.35094531 1.12503128 0.45067325 1.72189995 0.30423120 0.65975518 -0.00109467 -0.16250631 -0.01068895 0.30423120 0.60984096 0.26698457 0.03821740 0.09551534 0.03821740 0.65975518 0.26698457 1.12503128 0.30423120 0.26698457 -0.35094531 -0.00109467 0.03821740 0.30423120 0.45067325 *** step number: 27 *** Deformation gradient in current step 0.86500000 -0.13500000 -0.13500000 0.13500000 1.13500000 0.13500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2806807785 Kirchhoff stress -0.52471E-02 -0.20162E-01 -0.12089E+00 -0.20162E-01 0.49600E-01 0.24128E-02 -0.12089E+00 0.24128E-02 -0.11628E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83087794 0.60215175 1.12528254 -0.16629420 0.08611289 0.27646769 0.60215175 1.19874883 0.45275543 -0.01756142 0.04777146 -0.35855999 1.12528254 0.45275543 1.76093943 0.32319141 0.67907345 0.01984183 -0.16629420 -0.01756142 0.32319141 0.60215175 0.27646769 0.04777146 0.08611289 0.04777146 0.67907345 0.27646769 1.12528254 0.32319141 0.27646769 -0.35855999 0.01984183 0.04777146 0.32319141 0.45275543 *** step number: 28 *** 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) = -0.2797927742 Kirchhoff stress -0.39263E-02 -0.21487E-01 -0.12378E+00 -0.21487E-01 0.50497E-01 -0.13328E-02 -0.12378E+00 -0.13328E-02 -0.12293E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82757320 0.59470596 1.12413657 -0.16979225 0.07578840 0.28546517 0.59470596 1.19491934 0.45631954 -0.02432235 0.05770104 -0.36613583 1.12413657 0.45631954 1.79987012 0.34214649 0.69699628 0.04199473 -0.16979225 -0.02432235 0.34214649 0.59470596 0.28546517 0.05770104 0.07578840 0.05770104 0.69699628 0.28546517 1.12413657 0.34214649 0.28546517 -0.36613583 0.04199473 0.05770104 0.34214649 0.45631954 *** step number: 29 *** Deformation gradient in current step 0.85500000 -0.14500000 -0.14500000 0.14500000 1.14500000 0.14500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2789125004 Kirchhoff stress -0.24999E-02 -0.22784E-01 -0.12640E+00 -0.22784E-01 0.51592E-01 -0.53657E-02 -0.12640E+00 -0.53657E-02 -0.12951E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82494397 0.58745619 1.12158457 -0.17300680 0.06458494 0.29394735 0.58745619 1.18651723 0.46100236 -0.03167006 0.06813610 -0.37199520 1.12158457 0.46100236 1.83851598 0.36098259 0.71344759 0.06536428 -0.17300680 -0.03167006 0.36098259 0.58745619 0.29394735 0.06813610 0.06458494 0.06813610 0.71344759 0.29394735 1.12158457 0.36098259 0.29394735 -0.37199520 0.06536428 0.06813610 0.36098259 0.46100236 *** step number: 30 *** Deformation gradient in current step 0.85000000 -0.15000000 -0.15000000 0.15000000 1.15000000 0.15000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2780427464 Kirchhoff stress -0.97552E-03 -0.24081E-01 -0.12873E+00 -0.24081E-01 0.52554E-01 -0.95996E-02 -0.12873E+00 -0.95996E-02 -0.13601E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82301371 0.58046453 1.11762967 -0.17593336 0.05254809 0.30186159 0.58046453 1.17738228 0.46698214 -0.03917669 0.07895633 -0.37694778 1.11762967 0.46698214 1.87672656 0.37963923 0.72834469 0.08982443 -0.17593336 -0.03917669 0.37963923 0.58046453 0.30186159 0.07895633 0.05254809 0.07895633 0.72834469 0.30186159 1.11762967 0.37963923 0.30186159 -0.37694778 0.08982443 0.07895633 0.37963923 0.46698214 *** step number: 31 *** Deformation gradient in current step 0.84500000 -0.15500000 -0.15500000 0.15500000 1.15500000 0.15500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2771876749 Kirchhoff stress 0.85374E-03 -0.25525E-01 -0.13071E+00 -0.25525E-01 0.53490E-01 -0.14060E-01 -0.13071E+00 -0.14060E-01 -0.14238E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82015683 0.57287600 1.11215886 -0.17737063 0.03928257 0.30949135 0.57287600 1.16708487 0.47418278 -0.04616199 0.08988651 -0.38079385 1.11215886 0.47418278 1.91433345 0.39812468 0.74158209 0.11530786 -0.17737063 -0.04616199 0.39812468 0.57287600 0.30949135 0.08988651 0.03928257 0.08988651 0.74158209 0.30949135 1.11215886 0.39812468 0.30949135 -0.38079385 0.11530786 0.08988651 0.39812468 0.47418278 *** step number: 32 *** 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) = -0.2763512954 Kirchhoff stress 0.28541E-02 -0.26853E-01 -0.13237E+00 -0.26853E-01 0.53877E-01 -0.18669E-01 -0.13237E+00 -0.18669E-01 -0.14861E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81643774 0.56620030 1.10525615 -0.17869739 0.02498782 0.31638530 0.56620030 1.16056278 0.48269719 -0.05429974 0.10128202 -0.38382797 1.10525615 0.48269719 1.95118627 0.41623788 0.75311915 0.14168285 -0.17869739 -0.05429974 0.41623788 0.56620030 0.31638530 0.10128202 0.02498782 0.10128202 0.75311915 0.31638530 1.10525615 0.41623788 0.31638530 -0.38382797 0.14168285 0.10128202 0.41623788 0.48269719 *** step number: 33 *** Deformation gradient in current step 0.83500000 -0.16500000 -0.16500000 0.16500000 1.16500000 0.16500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2755388760 Kirchhoff stress 0.46636E-02 -0.28119E-01 -0.13377E+00 -0.28119E-01 0.54432E-01 -0.23408E-01 -0.13377E+00 -0.23408E-01 -0.15470E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81650640 0.56006170 1.09715262 -0.18067980 0.01071757 0.32237472 0.56006170 1.14926014 0.49247251 -0.06200127 0.11300974 -0.38590492 1.09715262 0.49247251 1.98713611 0.43388169 0.76293952 0.16884682 -0.18067980 -0.06200127 0.43388169 0.56006170 0.32237472 0.11300974 0.01071757 0.11300974 0.76293952 0.32237472 1.09715262 0.43388169 0.32237472 -0.38590492 0.16884682 0.11300974 0.43388169 0.49247251 *** step number: 34 *** Deformation gradient in current step 0.83000000 -0.17000000 -0.17000000 0.17000000 1.17000000 0.17000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2747511008 Kirchhoff stress 0.65485E-02 -0.29359E-01 -0.13486E+00 -0.29359E-01 0.54837E-01 -0.28279E-01 -0.13486E+00 -0.28279E-01 -0.16059E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81734033 0.55424734 1.08771831 -0.18236927 -0.00415852 0.32764424 0.55424734 1.13740119 0.50346467 -0.06969583 0.12495538 -0.38698507 1.08771831 0.50346467 2.02201945 0.45102653 0.77095492 0.19670401 -0.18236927 -0.06969583 0.45102653 0.55424734 0.32764424 0.12495538 -0.00415852 0.12495538 0.77095492 0.32764424 1.08771831 0.45102653 0.32764424 -0.38698507 0.19670401 0.12495538 0.45102653 0.50346467 *** step number: 35 *** Deformation gradient in current step 0.82500000 -0.17500000 -0.17500000 0.17500000 1.17500000 0.17500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2739913296 Kirchhoff stress 0.85015E-02 -0.30565E-01 -0.13561E+00 -0.30565E-01 0.55087E-01 -0.33261E-01 -0.13561E+00 -0.33261E-01 -0.16627E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81895294 0.54876814 1.07698856 -0.18376430 -0.01957327 0.33216314 0.54876814 1.12503782 0.51563965 -0.07734459 0.13707132 -0.38705392 1.07698856 0.51563965 2.05568409 0.46759394 0.77712108 0.22514264 -0.18376430 -0.07734459 0.46759394 0.54876814 0.33216314 0.13707132 -0.01957327 0.13707132 0.77712108 0.33216314 1.07698856 0.46759394 0.33216314 -0.38705392 0.22514264 0.13707132 0.46759394 0.51563965 *** step number: 36 *** 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) = -0.2732628223 Kirchhoff stress 0.10515E-01 -0.31732E-01 -0.13603E+00 -0.31732E-01 0.55183E-01 -0.38335E-01 -0.13603E+00 -0.38335E-01 -0.17172E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82135496 0.54363291 1.06500548 -0.18486285 -0.03545637 0.33590425 0.54363291 1.11222528 0.52895771 -0.08491026 0.14930793 -0.38610062 1.06500548 0.52895771 2.08798171 0.48350699 0.78140189 0.25404682 -0.18486285 -0.08491026 0.48350699 0.54363291 0.33590425 0.14930793 -0.03545637 0.14930793 0.78140189 0.33590425 1.06500548 0.48350699 0.33590425 -0.38610062 0.25404682 0.14930793 0.48350699 0.52895771 *** step number: 37 *** Deformation gradient in current step 0.81500000 -0.18500000 -0.18500000 0.18500000 1.18500000 0.18500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2725700244 Kirchhoff stress 0.12507E-01 -0.32719E-01 -0.13603E+00 -0.32719E-01 0.54790E-01 -0.43517E-01 -0.13603E+00 -0.43517E-01 -0.17715E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82466081 0.53923175 1.05223806 -0.18583493 -0.05188856 0.33894988 0.53923175 1.10221902 0.54394104 -0.09341228 0.16166184 -0.38465649 1.05223806 0.54394104 2.12091360 0.49823530 0.78285223 0.28418889 -0.18583493 -0.09341228 0.49823530 0.53923175 0.33894988 0.16166184 -0.05188856 0.16166184 0.78285223 0.33894988 1.05223806 0.49823530 0.33894988 -0.38465649 0.28418889 0.16166184 0.49823530 0.54394104 *** step number: 38 *** Deformation gradient in current step 0.81000000 -0.19000000 -0.19000000 0.19000000 1.19000000 0.19000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2719151988 Kirchhoff stress 0.14617E-01 -0.33790E-01 -0.13578E+00 -0.33790E-01 0.54580E-01 -0.48711E-01 -0.13578E+00 -0.48711E-01 -0.18204E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82866178 0.53479862 1.03789239 -0.18633112 -0.06848552 0.34106918 0.53479862 1.08860452 0.55939014 -0.10068713 0.17398033 -0.38162347 1.03789239 0.55939014 2.14996163 0.51262679 0.78331713 0.31363471 -0.18633112 -0.10068713 0.51262679 0.53479862 0.34106918 0.17398033 -0.06848552 0.17398033 0.78331713 0.34106918 1.03789239 0.51262679 0.34106918 -0.38162347 0.31363471 0.17398033 0.51262679 0.55939014 *** step number: 39 *** Deformation gradient in current step 0.80500000 -0.19500000 -0.19500000 0.19500000 1.19500000 0.19500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2713005956 Kirchhoff stress 0.16760E-01 -0.34801E-01 -0.13520E+00 -0.34801E-01 0.54214E-01 -0.53934E-01 -0.13520E+00 -0.53934E-01 -0.18663E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83346556 0.53072508 1.02245842 -0.18652103 -0.08532501 0.34235290 0.53072508 1.07472478 0.57582912 -0.10777935 0.18626113 -0.37756052 1.02245842 0.57582912 2.17723253 0.52614720 0.78184030 0.34317918 -0.18652103 -0.10777935 0.52614720 0.53072508 0.34235290 0.18626113 -0.08532501 0.18626113 0.78184030 0.34235290 1.02245842 0.52614720 0.34235290 -0.37756052 0.34317918 0.18626113 0.52614720 0.57582912 *** step number: 40 *** 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) = -0.2707289098 Kirchhoff stress 0.18928E-01 -0.35748E-01 -0.13427E+00 -0.35748E-01 0.53692E-01 -0.59164E-01 -0.13427E+00 -0.59164E-01 -0.19089E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83906957 0.52701342 1.00600330 -0.18640025 -0.10232841 0.34279045 0.52701342 1.06064437 0.59319586 -0.11466031 0.19844906 -0.37247351 1.00600330 0.59319586 2.20260175 0.53873057 0.77842136 0.37269526 -0.18640025 -0.11466031 0.53873057 0.52701342 0.34279045 0.19844906 -0.10232841 0.19844906 0.77842136 0.34279045 1.00600330 0.53873057 0.34279045 -0.37247351 0.37269526 0.19844906 0.53873057 0.59319586 *** step number: 41 *** Deformation gradient in current step 0.79500000 -0.20500000 -0.20500000 0.20500000 1.20500000 0.20500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2702031608 Kirchhoff stress 0.21021E-01 -0.36595E-01 -0.13287E+00 -0.36595E-01 0.52743E-01 -0.64531E-01 -0.13287E+00 -0.64531E-01 -0.19511E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84575583 0.52368132 0.98939616 -0.18601336 -0.11989523 0.34246110 0.52368132 1.04919276 0.61206377 -0.12145565 0.21040343 -0.36506397 0.98939616 0.61206377 2.22827980 0.55014607 0.77173458 0.40257112 -0.18601336 -0.12145565 0.55014607 0.52368132 0.34246110 0.21040343 -0.11989523 0.21040343 0.77173458 0.34246110 0.98939616 0.55014607 0.34246110 -0.36506397 0.40257112 0.21040343 0.55014607 0.61206377 *** step number: 42 *** Deformation gradient in current step 0.79000000 -0.21000000 -0.21000000 0.21000000 1.21000000 0.21000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2697285543 Kirchhoff stress 0.23158E-01 -0.37292E-01 -0.13123E+00 -0.37292E-01 0.51723E-01 -0.69810E-01 -0.13123E+00 -0.69810E-01 -0.19871E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85303005 0.52110486 0.97122533 -0.18545214 -0.13708691 0.34140678 0.52110486 1.03653444 0.63151937 -0.12869746 0.22179119 -0.35712001 0.97122533 0.63151937 2.24958603 0.56044015 0.76436484 0.43187552 -0.18545214 -0.12869746 0.56044015 0.52110486 0.34140678 0.22179119 -0.13708691 0.22179119 0.76436484 0.34140678 0.97122533 0.56044015 0.34140678 -0.35712001 0.43187552 0.22179119 0.56044015 0.63151937 *** step number: 43 *** Deformation gradient in current step 0.78500000 -0.21500000 -0.21500000 0.21500000 1.21500000 0.21500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2693037697 Kirchhoff stress 0.25340E-01 -0.38015E-01 -0.12934E+00 -0.38015E-01 0.50779E-01 -0.74913E-01 -0.12934E+00 -0.74913E-01 -0.20189E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86097684 0.51846915 0.95215062 -0.18436323 -0.15409813 0.33928129 0.51846915 1.02202302 0.65117966 -0.13477066 0.23338247 -0.34916584 0.95215062 0.65117966 2.26852951 0.56986767 0.75523552 0.46050080 -0.18436323 -0.13477066 0.56986767 0.51846915 0.33928129 0.23338247 -0.15409813 0.23338247 0.75523552 0.33928129 0.95215062 0.56986767 0.33928129 -0.34916584 0.46050080 0.23338247 0.56986767 0.65117966 *** step number: 44 *** 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) = -0.2689305355 Kirchhoff stress 0.27504E-01 -0.38652E-01 -0.12712E+00 -0.38652E-01 0.49692E-01 -0.79935E-01 -0.12712E+00 -0.79935E-01 -0.20467E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86967310 0.51619578 0.93237452 -0.18294226 -0.17095522 0.33631394 0.51619578 1.00758614 0.67147317 -0.14054430 0.24465735 -0.34025212 0.93237452 0.67147317 2.28516150 0.57813786 0.74425669 0.48858610 -0.18294226 -0.14054430 0.57813786 0.51619578 0.33631394 0.24465735 -0.17095522 0.24465735 0.74425669 0.33631394 0.93237452 0.57813786 0.33631394 -0.34025212 0.48858610 0.24465735 0.57813786 0.67147317 *** step number: 45 *** Deformation gradient in current step 0.77500000 -0.22500000 -0.22500000 0.22500000 1.22500000 0.22500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2686105238 Kirchhoff stress 0.29640E-01 -0.39200E-01 -0.12461E+00 -0.39200E-01 0.48467E-01 -0.84855E-01 -0.12461E+00 -0.84855E-01 -0.20705E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87909543 0.51428352 0.91198737 -0.18118362 -0.18758021 0.33251752 0.51428352 0.99328928 0.69231417 -0.14600330 0.25556107 -0.33040901 0.91198737 0.69231417 2.29940395 0.58520865 0.73147493 0.51600501 -0.18118362 -0.14600330 0.58520865 0.51428352 0.33251752 0.25556107 -0.18758021 0.25556107 0.73147493 0.33251752 0.91198737 0.58520865 0.33251752 -0.33040901 0.51600501 0.25556107 0.58520865 0.69231417 *** step number: 46 *** Deformation gradient in current step 0.77000000 -0.23000000 -0.23000000 0.23000000 1.23000000 0.23000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2683451654 Kirchhoff stress 0.31736E-01 -0.39655E-01 -0.12180E+00 -0.39655E-01 0.47112E-01 -0.89652E-01 -0.12180E+00 -0.89652E-01 -0.20902E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.88921603 0.51273103 0.89108266 -0.17908198 -0.20389676 0.32790948 0.51273103 0.97919665 0.71361329 -0.15113519 0.26604014 -0.31967155 0.89108266 0.71361329 2.31118999 0.59104385 0.71694586 0.54263348 -0.17908198 -0.15113519 0.59104385 0.51273103 0.32790948 0.26604014 -0.20389676 0.26604014 0.71694586 0.32790948 0.89108266 0.59104385 0.32790948 -0.31967155 0.54263348 0.26604014 0.59104385 0.71361329 *** step number: 47 *** Deformation gradient in current step 0.76500000 -0.23500000 -0.23500000 0.23500000 1.23500000 0.23500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2681363753 Kirchhoff stress 0.33743E-01 -0.40104E-01 -0.11868E+00 -0.40104E-01 0.45254E-01 -0.94448E-01 -0.11868E+00 -0.94448E-01 -0.21080E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90005763 0.51196576 0.86977946 -0.17648231 -0.21983292 0.32252564 0.51196576 0.96889343 0.73607264 -0.15481306 0.27596121 -0.30760094 0.86977946 0.73607264 2.32265332 0.59547828 0.70050950 0.56966938 -0.17648231 -0.15481306 0.59547828 0.51196576 0.32252564 0.27596121 -0.21983292 0.27596121 0.70050950 0.32252564 0.86977946 0.59547828 0.32252564 -0.30760094 0.56966938 0.27596121 0.59547828 0.73607264 *** step number: 48 *** 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) = -0.2679861186 Kirchhoff stress 0.35733E-01 -0.40358E-01 -0.11533E+00 -0.40358E-01 0.43671E-01 -0.98930E-01 -0.11533E+00 -0.98930E-01 -0.21191E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91146743 0.51109879 0.84813193 -0.17369591 -0.23531259 0.31636613 0.51109879 0.95531216 0.75798586 -0.15932458 0.28543376 -0.29520680 0.84813193 0.75798586 2.32926015 0.59875458 0.68268331 0.59430563 -0.17369591 -0.15932458 0.59875458 0.51109879 0.31636613 0.28543376 -0.23531259 0.28543376 0.68268331 0.31636613 0.84813193 0.59875458 0.31636613 -0.29520680 0.59430563 0.28543376 0.59875458 0.75798586 *** step number: 49 *** Deformation gradient in current step 0.75500000 -0.24500000 -0.24500000 0.24500000 1.24500000 0.24500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2678961223 Kirchhoff stress 0.38182E-01 -0.40509E-01 -0.11147E+00 -0.40509E-01 0.41988E-01 -0.10324E+00 -0.11147E+00 -0.10324E+00 -0.21243E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91816711 0.51051612 0.82504043 -0.17074051 -0.25233703 0.30956739 0.51051612 0.94211325 0.78004658 -0.16348414 0.29429624 -0.28204963 0.82504043 0.78004658 2.33253086 0.60086067 0.66241095 0.61792863 -0.17074051 -0.16348414 0.60086067 0.51051612 0.30956739 0.29429624 -0.25233703 0.29429624 0.66241095 0.30956739 0.82504043 0.60086067 0.30956739 -0.28204963 0.61792863 0.29429624 0.60086067 0.78004658 *** step number: 50 *** Deformation gradient in current step 0.75000000 -0.25000000 -0.25000000 0.25000000 1.25000000 0.25000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2678660754 Kirchhoff stress 0.39930E-01 -0.40558E-01 -0.10761E+00 -0.40558E-01 0.39930E-01 -0.10761E+00 -0.10761E+00 -0.10761E+00 -0.21292E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93072936 0.51096940 0.80358207 -0.16729124 -0.26681505 0.30257639 0.51096940 0.93072936 0.80358207 -0.16729124 0.30257639 -0.26681505 0.80358207 0.80358207 2.33527084 0.60151441 0.64155316 0.64155316 -0.16729124 -0.16729124 0.60151441 0.51096940 0.30257639 0.30257639 -0.26681505 0.30257639 0.64155316 0.30257639 0.80358207 0.60151441 0.30257639 -0.26681505 0.64155316 0.30257639 0.60151441 0.80358207 *** step number: 51 *** Deformation gradient in current step 0.74500000 -0.25500000 -0.25500000 0.25500000 1.25500000 0.25500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2678961223 Kirchhoff stress 0.41988E-01 -0.40509E-01 -0.10324E+00 -0.40509E-01 0.38182E-01 -0.11147E+00 -0.10324E+00 -0.11147E+00 -0.21243E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94211325 0.51051612 0.78004658 -0.16348414 -0.28204963 0.29429624 0.51051612 0.91816711 0.82504043 -0.17074051 0.30956739 -0.25233703 0.78004658 0.82504043 2.33253086 0.60086067 0.61792863 0.66241095 -0.16348414 -0.17074051 0.60086067 0.51051612 0.29429624 0.30956739 -0.28204963 0.30956739 0.61792863 0.29429624 0.78004658 0.60086067 0.29429624 -0.25233703 0.66241095 0.30956739 0.60086067 0.82504043 *** step number: 52 *** 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) = -0.2679861186 Kirchhoff stress 0.43671E-01 -0.40358E-01 -0.98930E-01 -0.40358E-01 0.35733E-01 -0.11533E+00 -0.98930E-01 -0.11533E+00 -0.21191E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95531216 0.51109879 0.75798586 -0.15932458 -0.29520680 0.28543376 0.51109879 0.91146743 0.84813193 -0.17369591 0.31636613 -0.23531259 0.75798586 0.84813193 2.32926015 0.59875458 0.59430563 0.68268331 -0.15932458 -0.17369591 0.59875458 0.51109879 0.28543376 0.31636613 -0.29520680 0.31636613 0.59430563 0.28543376 0.75798586 0.59875458 0.28543376 -0.23531259 0.68268331 0.31636613 0.59875458 0.84813193 *** step number: 53 *** Deformation gradient in current step 0.73500000 -0.26500000 -0.26500000 0.26500000 1.26500000 0.26500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2681363753 Kirchhoff stress 0.45254E-01 -0.40104E-01 -0.94448E-01 -0.40104E-01 0.33743E-01 -0.11868E+00 -0.94448E-01 -0.11868E+00 -0.21080E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96889343 0.51196576 0.73607264 -0.15481306 -0.30760094 0.27596121 0.51196576 0.90005763 0.86977946 -0.17648231 0.32252564 -0.21983292 0.73607264 0.86977946 2.32265332 0.59547828 0.56966938 0.70050950 -0.15481306 -0.17648231 0.59547828 0.51196576 0.27596121 0.32252564 -0.30760094 0.32252564 0.56966938 0.27596121 0.73607264 0.59547828 0.27596121 -0.21983292 0.70050950 0.32252564 0.59547828 0.86977946 *** step number: 54 *** Deformation gradient in current step 0.73000000 -0.27000000 -0.27000000 0.27000000 1.27000000 0.27000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2683451654 Kirchhoff stress 0.47112E-01 -0.39655E-01 -0.89652E-01 -0.39655E-01 0.31736E-01 -0.12180E+00 -0.89652E-01 -0.12180E+00 -0.20902E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97919665 0.51273103 0.71361329 -0.15113519 -0.31967155 0.26604014 0.51273103 0.88921603 0.89108266 -0.17908198 0.32790948 -0.20389676 0.71361329 0.89108266 2.31118999 0.59104385 0.54263348 0.71694586 -0.15113519 -0.17908198 0.59104385 0.51273103 0.26604014 0.32790948 -0.31967155 0.32790948 0.54263348 0.26604014 0.71361329 0.59104385 0.26604014 -0.20389676 0.71694586 0.32790948 0.59104385 0.89108266 *** step number: 55 *** Deformation gradient in current step 0.72500000 -0.27500000 -0.27500000 0.27500000 1.27500000 0.27500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2686105238 Kirchhoff stress 0.48467E-01 -0.39200E-01 -0.84855E-01 -0.39200E-01 0.29640E-01 -0.12461E+00 -0.84855E-01 -0.12461E+00 -0.20705E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99328928 0.51428352 0.69231417 -0.14600330 -0.33040901 0.25556107 0.51428352 0.87909543 0.91198737 -0.18118362 0.33251752 -0.18758021 0.69231417 0.91198737 2.29940395 0.58520865 0.51600501 0.73147493 -0.14600330 -0.18118362 0.58520865 0.51428352 0.25556107 0.33251752 -0.33040901 0.33251752 0.51600501 0.25556107 0.69231417 0.58520865 0.25556107 -0.18758021 0.73147493 0.33251752 0.58520865 0.91198737 *** step number: 56 *** 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) = -0.2689305355 Kirchhoff stress 0.49692E-01 -0.38652E-01 -0.79935E-01 -0.38652E-01 0.27504E-01 -0.12712E+00 -0.79935E-01 -0.12712E+00 -0.20467E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00758614 0.51619578 0.67147317 -0.14054430 -0.34025212 0.24465735 0.51619578 0.86967310 0.93237452 -0.18294226 0.33631394 -0.17095522 0.67147317 0.93237452 2.28516150 0.57813786 0.48858610 0.74425669 -0.14054430 -0.18294226 0.57813786 0.51619578 0.24465735 0.33631394 -0.34025212 0.33631394 0.48858610 0.24465735 0.67147317 0.57813786 0.24465735 -0.17095522 0.74425669 0.33631394 0.57813786 0.93237452 *** step number: 57 *** Deformation gradient in current step 0.71500000 -0.28500000 -0.28500000 0.28500000 1.28500000 0.28500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2693037697 Kirchhoff stress 0.50779E-01 -0.38015E-01 -0.74913E-01 -0.38015E-01 0.25340E-01 -0.12934E+00 -0.74913E-01 -0.12934E+00 -0.20189E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02202302 0.51846915 0.65117966 -0.13477066 -0.34916584 0.23338247 0.51846915 0.86097684 0.95215062 -0.18436323 0.33928129 -0.15409813 0.65117966 0.95215062 2.26852951 0.56986767 0.46050080 0.75523552 -0.13477066 -0.18436323 0.56986767 0.51846915 0.23338247 0.33928129 -0.34916584 0.33928129 0.46050080 0.23338247 0.65117966 0.56986767 0.23338247 -0.15409813 0.75523552 0.33928129 0.56986767 0.95215062 *** step number: 58 *** Deformation gradient in current step 0.71000000 -0.29000000 -0.29000000 0.29000000 1.29000000 0.29000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2697285543 Kirchhoff stress 0.51723E-01 -0.37292E-01 -0.69810E-01 -0.37292E-01 0.23158E-01 -0.13123E+00 -0.69810E-01 -0.13123E+00 -0.19871E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03653444 0.52110486 0.63151937 -0.12869746 -0.35712001 0.22179119 0.52110486 0.85303005 0.97122533 -0.18545214 0.34140678 -0.13708691 0.63151937 0.97122533 2.24958603 0.56044015 0.43187552 0.76436484 -0.12869746 -0.18545214 0.56044015 0.52110486 0.22179119 0.34140678 -0.35712001 0.34140678 0.43187552 0.22179119 0.63151937 0.56044015 0.22179119 -0.13708691 0.76436484 0.34140678 0.56044015 0.97122533 *** step number: 59 *** Deformation gradient in current step 0.70500000 -0.29500000 -0.29500000 0.29500000 1.29500000 0.29500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2702031608 Kirchhoff stress 0.52743E-01 -0.36595E-01 -0.64531E-01 -0.36595E-01 0.21021E-01 -0.13287E+00 -0.64531E-01 -0.13287E+00 -0.19511E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04919276 0.52368132 0.61206377 -0.12145565 -0.36506397 0.21040343 0.52368132 0.84575583 0.98939616 -0.18601336 0.34246110 -0.11989523 0.61206377 0.98939616 2.22827980 0.55014607 0.40257112 0.77173458 -0.12145565 -0.18601336 0.55014607 0.52368132 0.21040343 0.34246110 -0.36506397 0.34246110 0.40257112 0.21040343 0.61206377 0.55014607 0.21040343 -0.11989523 0.77173458 0.34246110 0.55014607 0.98939616 *** step number: 60 *** 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) = -0.2707289098 Kirchhoff stress 0.53692E-01 -0.35748E-01 -0.59164E-01 -0.35748E-01 0.18928E-01 -0.13427E+00 -0.59164E-01 -0.13427E+00 -0.19089E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06064437 0.52701342 0.59319586 -0.11466031 -0.37247351 0.19844906 0.52701342 0.83906957 1.00600330 -0.18640025 0.34279045 -0.10232841 0.59319586 1.00600330 2.20260175 0.53873057 0.37269526 0.77842136 -0.11466031 -0.18640025 0.53873057 0.52701342 0.19844906 0.34279045 -0.37247351 0.34279045 0.37269526 0.19844906 0.59319586 0.53873057 0.19844906 -0.10232841 0.77842136 0.34279045 0.53873057 1.00600330 *** step number: 61 *** Deformation gradient in current step 0.69500000 -0.30500000 -0.30500000 0.30500000 1.30500000 0.30500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2713005956 Kirchhoff stress 0.54214E-01 -0.34801E-01 -0.53934E-01 -0.34801E-01 0.16760E-01 -0.13520E+00 -0.53934E-01 -0.13520E+00 -0.18663E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07472478 0.53072508 0.57582912 -0.10777935 -0.37756052 0.18626113 0.53072508 0.83346556 1.02245842 -0.18652103 0.34235290 -0.08532501 0.57582912 1.02245842 2.17723253 0.52614720 0.34317918 0.78184030 -0.10777935 -0.18652103 0.52614720 0.53072508 0.18626113 0.34235290 -0.37756052 0.34235290 0.34317918 0.18626113 0.57582912 0.52614720 0.18626113 -0.08532501 0.78184030 0.34235290 0.52614720 1.02245842 *** step number: 62 *** Deformation gradient in current step 0.69000000 -0.31000000 -0.31000000 0.31000000 1.31000000 0.31000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2719151988 Kirchhoff stress 0.54580E-01 -0.33790E-01 -0.48711E-01 -0.33790E-01 0.14617E-01 -0.13578E+00 -0.48711E-01 -0.13578E+00 -0.18204E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08860452 0.53479862 0.55939014 -0.10068713 -0.38162347 0.17398033 0.53479862 0.82866178 1.03789239 -0.18633112 0.34106918 -0.06848552 0.55939014 1.03789239 2.14996163 0.51262679 0.31363471 0.78331713 -0.10068713 -0.18633112 0.51262679 0.53479862 0.17398033 0.34106918 -0.38162347 0.34106918 0.31363471 0.17398033 0.55939014 0.51262679 0.17398033 -0.06848552 0.78331713 0.34106918 0.51262679 1.03789239 *** step number: 63 *** Deformation gradient in current step 0.68500000 -0.31500000 -0.31500000 0.31500000 1.31500000 0.31500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2725700244 Kirchhoff stress 0.54790E-01 -0.32719E-01 -0.43517E-01 -0.32719E-01 0.12507E-01 -0.13603E+00 -0.43517E-01 -0.13603E+00 -0.17715E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.10221902 0.53923175 0.54394104 -0.09341228 -0.38465649 0.16166184 0.53923175 0.82466081 1.05223806 -0.18583493 0.33894988 -0.05188856 0.54394104 1.05223806 2.12091360 0.49823530 0.28418889 0.78285223 -0.09341228 -0.18583493 0.49823530 0.53923175 0.16166184 0.33894988 -0.38465649 0.33894988 0.28418889 0.16166184 0.54394104 0.49823530 0.16166184 -0.05188856 0.78285223 0.33894988 0.49823530 1.05223806 *** step number: 64 *** 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) = -0.2732628223 Kirchhoff stress 0.55183E-01 -0.31732E-01 -0.38335E-01 -0.31732E-01 0.10515E-01 -0.13603E+00 -0.38335E-01 -0.13603E+00 -0.17172E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11222528 0.54363291 0.52895771 -0.08491026 -0.38610062 0.14930793 0.54363291 0.82135496 1.06500548 -0.18486285 0.33590425 -0.03545637 0.52895771 1.06500548 2.08798171 0.48350699 0.25404682 0.78140189 -0.08491026 -0.18486285 0.48350699 0.54363291 0.14930793 0.33590425 -0.38610062 0.33590425 0.25404682 0.14930793 0.52895771 0.48350699 0.14930793 -0.03545637 0.78140189 0.33590425 0.48350699 1.06500548 *** step number: 65 *** Deformation gradient in current step 0.67500000 -0.32500000 -0.32500000 0.32500000 1.32500000 0.32500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2739913296 Kirchhoff stress 0.55087E-01 -0.30565E-01 -0.33261E-01 -0.30565E-01 0.85015E-02 -0.13561E+00 -0.33261E-01 -0.13561E+00 -0.16627E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.12503782 0.54876814 0.51563965 -0.07734459 -0.38705392 0.13707132 0.54876814 0.81895294 1.07698856 -0.18376430 0.33216314 -0.01957327 0.51563965 1.07698856 2.05568409 0.46759394 0.22514264 0.77712108 -0.07734459 -0.18376430 0.46759394 0.54876814 0.13707132 0.33216314 -0.38705392 0.33216314 0.22514264 0.13707132 0.51563965 0.46759394 0.13707132 -0.01957327 0.77712108 0.33216314 0.46759394 1.07698856 *** step number: 66 *** Deformation gradient in current step 0.67000000 -0.33000000 -0.33000000 0.33000000 1.33000000 0.33000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2747511008 Kirchhoff stress 0.54837E-01 -0.29359E-01 -0.28279E-01 -0.29359E-01 0.65485E-02 -0.13486E+00 -0.28279E-01 -0.13486E+00 -0.16059E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.13740119 0.55424734 0.50346467 -0.06969583 -0.38698507 0.12495538 0.55424734 0.81734033 1.08771831 -0.18236927 0.32764424 -0.00415852 0.50346467 1.08771831 2.02201945 0.45102653 0.19670401 0.77095492 -0.06969583 -0.18236927 0.45102653 0.55424734 0.12495538 0.32764424 -0.38698507 0.32764424 0.19670401 0.12495538 0.50346467 0.45102653 0.12495538 -0.00415852 0.77095492 0.32764424 0.45102653 1.08771831 *** step number: 67 *** Deformation gradient in current step 0.66500000 -0.33500000 -0.33500000 0.33500000 1.33500000 0.33500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2755388760 Kirchhoff stress 0.54432E-01 -0.28119E-01 -0.23408E-01 -0.28119E-01 0.46636E-02 -0.13377E+00 -0.23408E-01 -0.13377E+00 -0.15470E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14926014 0.56006170 0.49247251 -0.06200127 -0.38590492 0.11300974 0.56006170 0.81650640 1.09715262 -0.18067980 0.32237472 0.01071757 0.49247251 1.09715262 1.98713611 0.43388169 0.16884682 0.76293952 -0.06200127 -0.18067980 0.43388169 0.56006170 0.11300974 0.32237472 -0.38590492 0.32237472 0.16884682 0.11300974 0.49247251 0.43388169 0.11300974 0.01071757 0.76293952 0.32237472 0.43388169 1.09715262 *** step number: 68 *** 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) = -0.2763512954 Kirchhoff stress 0.53877E-01 -0.26853E-01 -0.18669E-01 -0.26853E-01 0.28541E-02 -0.13237E+00 -0.18669E-01 -0.13237E+00 -0.14861E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.16056278 0.56620030 0.48269719 -0.05429974 -0.38382797 0.10128202 0.56620030 0.81643774 1.10525615 -0.17869739 0.31638530 0.02498782 0.48269719 1.10525615 1.95118627 0.41623788 0.14168285 0.75311915 -0.05429974 -0.17869739 0.41623788 0.56620030 0.10128202 0.31638530 -0.38382797 0.31638530 0.14168285 0.10128202 0.48269719 0.41623788 0.10128202 0.02498782 0.75311915 0.31638530 0.41623788 1.10525615 *** step number: 69 *** Deformation gradient in current step 0.65500000 -0.34500000 -0.34500000 0.34500000 1.34500000 0.34500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2771876749 Kirchhoff stress 0.53490E-01 -0.25525E-01 -0.14060E-01 -0.25525E-01 0.85374E-03 -0.13071E+00 -0.14060E-01 -0.13071E+00 -0.14238E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.16708487 0.57287600 0.47418278 -0.04616199 -0.38079385 0.08988651 0.57287600 0.82015683 1.11215886 -0.17737063 0.30949135 0.03928257 0.47418278 1.11215886 1.91433345 0.39812468 0.11530786 0.74158209 -0.04616199 -0.17737063 0.39812468 0.57287600 0.08988651 0.30949135 -0.38079385 0.30949135 0.11530786 0.08988651 0.47418278 0.39812468 0.08988651 0.03928257 0.74158209 0.30949135 0.39812468 1.11215886 *** step number: 70 *** Deformation gradient in current step 0.65000000 -0.35000000 -0.35000000 0.35000000 1.35000000 0.35000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2780427464 Kirchhoff stress 0.52554E-01 -0.24081E-01 -0.95996E-02 -0.24081E-01 -0.97552E-03 -0.12873E+00 -0.95996E-02 -0.12873E+00 -0.13601E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.17738228 0.58046453 0.46698214 -0.03917669 -0.37694778 0.07895633 0.58046453 0.82301371 1.11762967 -0.17593336 0.30186159 0.05254809 0.46698214 1.11762967 1.87672656 0.37963923 0.08982443 0.72834469 -0.03917669 -0.17593336 0.37963923 0.58046453 0.07895633 0.30186159 -0.37694778 0.30186159 0.08982443 0.07895633 0.46698214 0.37963923 0.07895633 0.05254809 0.72834469 0.30186159 0.37963923 1.11762967 *** step number: 71 *** Deformation gradient in current step 0.64500000 -0.35500000 -0.35500000 0.35500000 1.35500000 0.35500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2789125004 Kirchhoff stress 0.51592E-01 -0.22784E-01 -0.53657E-02 -0.22784E-01 -0.24999E-02 -0.12640E+00 -0.53657E-02 -0.12640E+00 -0.12951E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.18651723 0.58745619 0.46100236 -0.03167006 -0.37199520 0.06813610 0.58745619 0.82494397 1.12158457 -0.17300680 0.29394735 0.06458494 0.46100236 1.12158457 1.83851598 0.36098259 0.06536428 0.71344759 -0.03167006 -0.17300680 0.36098259 0.58745619 0.06813610 0.29394735 -0.37199520 0.29394735 0.06536428 0.06813610 0.46100236 0.36098259 0.06813610 0.06458494 0.71344759 0.29394735 0.36098259 1.12158457 *** step number: 72 *** 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) = -0.2797927742 Kirchhoff stress 0.50497E-01 -0.21487E-01 -0.13328E-02 -0.21487E-01 -0.39263E-02 -0.12378E+00 -0.13328E-02 -0.12378E+00 -0.12293E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.19491934 0.59470596 0.45631954 -0.02432235 -0.36613583 0.05770104 0.59470596 0.82757320 1.12413657 -0.16979225 0.28546517 0.07578840 0.45631954 1.12413657 1.79987012 0.34214649 0.04199473 0.69699628 -0.02432235 -0.16979225 0.34214649 0.59470596 0.05770104 0.28546517 -0.36613583 0.28546517 0.04199473 0.05770104 0.45631954 0.34214649 0.05770104 0.07578840 0.69699628 0.28546517 0.34214649 1.12413657 *** step number: 73 *** Deformation gradient in current step 0.63500000 -0.36500000 -0.36500000 0.36500000 1.36500000 0.36500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2806807785 Kirchhoff stress 0.49600E-01 -0.20162E-01 0.24128E-02 -0.20162E-01 -0.52471E-02 -0.12089E+00 0.24128E-02 -0.12089E+00 -0.11628E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.19874883 0.60215175 0.45275543 -0.01756142 -0.35855999 0.04777146 0.60215175 0.83087794 1.12528254 -0.16629420 0.27646769 0.08611289 0.45275543 1.12528254 1.76093943 0.32319141 0.01984183 0.67907345 -0.01756142 -0.16629420 0.32319141 0.60215175 0.04777146 0.27646769 -0.35855999 0.27646769 0.01984183 0.04777146 0.45275543 0.32319141 0.04777146 0.08611289 0.67907345 0.27646769 0.32319141 1.12528254 *** step number: 74 *** Deformation gradient in current step 0.63000000 -0.37000000 -0.37000000 0.37000000 1.37000000 0.37000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2815726034 Kirchhoff stress 0.48271E-01 -0.18878E-01 0.59965E-02 -0.18878E-01 -0.64644E-02 -0.11773E+00 0.59965E-02 -0.11773E+00 -0.10961E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.20547040 0.60984096 0.45067325 -0.01068895 -0.35094531 0.03821740 0.60984096 0.83483477 1.12503128 -0.16250631 0.26698457 0.09551534 0.45067325 1.12503128 1.72189995 0.30423120 -0.00109467 0.65975518 -0.01068895 -0.16250631 0.30423120 0.60984096 0.03821740 0.26698457 -0.35094531 0.26698457 -0.00109467 0.03821740 0.45067325 0.30423120 0.03821740 0.09551534 0.65975518 0.26698457 0.30423120 1.12503128 *** step number: 75 *** Deformation gradient in current step 0.62500000 -0.37500000 -0.37500000 0.37500000 1.37500000 0.37500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2824662241 Kirchhoff stress 0.46769E-01 -0.17684E-01 0.92546E-02 -0.17684E-01 -0.79669E-02 -0.11458E+00 0.92546E-02 -0.11458E+00 -0.10313E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.21151420 0.61802606 0.45020002 -0.00389798 -0.34231388 0.02945665 0.61802606 0.84277059 1.12467045 -0.15813164 0.25745498 0.10590151 0.45020002 1.12467045 1.68371840 0.28574909 -0.02026088 0.64009914 -0.00389798 -0.15813164 0.28574909 0.61802606 0.02945665 0.25745498 -0.34231388 0.25745498 -0.02026088 0.02945665 0.45020002 0.28574909 0.02945665 0.10590151 0.64009914 0.25745498 0.28574909 1.12467045 *** step number: 76 *** 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) = -0.2833566065 Kirchhoff stress 0.45359E-01 -0.16341E-01 0.12479E-01 -0.16341E-01 -0.88835E-02 -0.11084E+00 0.12479E-01 -0.11084E+00 -0.96332E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.21591154 0.62571983 0.45000784 0.00189132 -0.33380126 0.02041546 0.62571983 0.84768069 1.12129808 -0.15400497 0.24682442 0.11306986 0.45000784 1.12129808 1.64418124 0.26648430 -0.03918994 0.61776013 0.00189132 -0.15400497 0.26648430 0.62571983 0.02041546 0.24682442 -0.33380126 0.24682442 -0.03918994 0.02041546 0.45000784 0.26648430 0.02041546 0.11306986 0.61776013 0.24682442 0.26648430 1.12129808 *** step number: 77 *** Deformation gradient in current step 0.61500000 -0.38500000 -0.38500000 0.38500000 1.38500000 0.38500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2842401381 Kirchhoff stress 0.43717E-01 -0.15115E-01 0.15303E-01 -0.15115E-01 -0.97457E-02 -0.10697E+00 0.15303E-01 -0.10697E+00 -0.89720E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.22015786 0.63383729 0.45178604 0.00777870 -0.32385807 0.01236885 0.63383729 0.85330515 1.11688596 -0.14939443 0.23616511 0.11942833 0.45178604 1.11688596 1.60567919 0.24788072 -0.05597480 0.59476633 0.00777870 -0.14939443 0.24788072 0.63383729 0.01236885 0.23616511 -0.32385807 0.23616511 -0.05597480 0.01236885 0.45178604 0.24788072 0.01236885 0.11942833 0.59476633 0.23616511 0.24788072 1.11688596 *** step number: 78 *** Deformation gradient in current step 0.61000000 -0.39000000 -0.39000000 0.39000000 1.39000000 0.39000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2851138171 Kirchhoff stress 0.42257E-01 -0.13964E-01 0.17727E-01 -0.13964E-01 -0.10803E-01 -0.10282E+00 0.17727E-01 -0.10282E+00 -0.83135E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.22074588 0.64206488 0.45420004 0.01341996 -0.31187769 0.00480340 0.64206488 0.86316599 1.11133326 -0.14415203 0.22514633 0.12394413 0.45420004 1.11133326 1.56754008 0.22960072 -0.07095338 0.57070472 0.01341996 -0.14415203 0.22960072 0.64206488 0.00480340 0.22514633 -0.31187769 0.22514633 -0.07095338 0.00480340 0.45420004 0.22960072 0.00480340 0.12394413 0.57070472 0.22514633 0.22960072 1.11133326 *** step number: 79 *** Deformation gradient in current step 0.60500000 -0.39500000 -0.39500000 0.39500000 1.39500000 0.39500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2859741801 Kirchhoff stress 0.40447E-01 -0.12800E-01 0.19986E-01 -0.12800E-01 -0.11421E-01 -0.98571E-01 0.19986E-01 -0.98571E-01 -0.76695E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.22325019 0.65030884 0.45847511 0.01847714 -0.30053832 -0.00210477 0.65030884 0.86974554 1.10431634 -0.13902399 0.21397247 0.12824817 0.45847511 1.10431634 1.53017134 0.21161016 -0.08466192 0.54578875 0.01847714 -0.13902399 0.21161016 0.65030884 -0.00210477 0.21397247 -0.30053832 0.21397247 -0.08466192 -0.00210477 0.45847511 0.21161016 -0.00210477 0.12824817 0.54578875 0.21397247 0.21161016 1.10431634 *** step number: 80 *** 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) = -0.2868169820 Kirchhoff stress 0.38562E-01 -0.11675E-01 0.21954E-01 -0.11675E-01 -0.11922E-01 -0.94151E-01 0.21954E-01 -0.94151E-01 -0.70380E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.22491122 0.65856178 0.46397088 0.02307343 -0.28857555 -0.00841836 0.65856178 0.87682554 1.09605769 -0.13363104 0.20261150 0.13149093 0.46397088 1.09605769 1.49358442 0.19402681 -0.09677151 0.52006631 0.02307343 -0.13363104 0.19402681 0.65856178 -0.00841836 0.20261150 -0.28857555 0.20261150 -0.09677151 -0.00841836 0.46397088 0.19402681 -0.00841836 0.13149093 0.52006631 0.20261150 0.19402681 1.09605769 *** step number: 81 *** Deformation gradient in current step 0.59500000 -0.40500000 -0.40500000 0.40500000 1.40500000 0.40500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2876414300 Kirchhoff stress 0.36572E-01 -0.10678E-01 0.23648E-01 -0.10678E-01 -0.12676E-01 -0.89725E-01 0.23648E-01 -0.89725E-01 -0.64447E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.22578747 0.66719227 0.47068369 0.02732062 -0.27603438 -0.01410800 0.66719227 0.88784646 1.08738150 -0.12690599 0.19102828 0.13414109 0.47068369 1.08738150 1.46002876 0.17677516 -0.10747482 0.49492751 0.02732062 -0.12690599 0.17677516 0.66719227 -0.01410800 0.19102828 -0.27603438 0.19102828 -0.10747482 -0.01410800 0.47068369 0.17677516 -0.01410800 0.13414109 0.49492751 0.19102828 0.17677516 1.08738150 *** step number: 82 *** Deformation gradient in current step 0.59000000 -0.41000000 -0.41000000 0.41000000 1.41000000 0.41000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2884442858 Kirchhoff stress 0.35375E-01 -0.96777E-02 0.25319E-01 -0.96777E-02 -0.13220E-01 -0.85060E-01 0.25319E-01 -0.85060E-01 -0.58268E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.21736522 0.67500612 0.47717084 0.03171719 -0.26572038 -0.01886346 0.67500612 0.89973942 1.07671211 -0.12152630 0.17932735 0.13526863 0.47717084 1.07671211 1.42455399 0.16037523 -0.11722869 0.46799845 0.03171719 -0.12152630 0.16037523 0.67500612 -0.01886346 0.17932735 -0.26572038 0.17932735 -0.11722869 -0.01886346 0.47717084 0.16037523 -0.01886346 0.13526863 0.46799845 0.17932735 0.16037523 1.07671211 *** step number: 83 *** Deformation gradient in current step 0.58500000 -0.41500000 -0.41500000 0.41500000 1.41500000 0.41500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2892253210 Kirchhoff stress 0.33365E-01 -0.86824E-02 0.26397E-01 -0.86824E-02 -0.13338E-01 -0.80245E-01 0.26397E-01 -0.80245E-01 -0.52445E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.21613300 0.68299916 0.48606539 0.03475403 -0.25229863 -0.02331389 0.68299916 0.90788295 1.06498716 -0.11544505 0.16768817 0.13530802 0.48606539 1.06498716 1.39094231 0.14437520 -0.12442631 0.44044858 0.03475403 -0.11544505 0.14437520 0.68299916 -0.02331389 0.16768817 -0.25229863 0.16768817 -0.12442631 -0.02331389 0.48606539 0.14437520 -0.02331389 0.13530802 0.44044858 0.16768817 0.14437520 1.06498716 *** step number: 84 *** 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) = -0.2899768013 Kirchhoff stress 0.31315E-01 -0.77370E-02 0.27164E-01 -0.77370E-02 -0.13340E-01 -0.75337E-01 0.27164E-01 -0.75337E-01 -0.46838E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.21409994 0.69083634 0.49604484 0.03723481 -0.23843521 -0.02712638 0.69083634 0.91642448 1.05222092 -0.10914390 0.15605191 0.13429435 0.49604484 1.05222092 1.35862337 0.12901390 -0.12992680 0.41252148 0.03723481 -0.10914390 0.12901390 0.69083634 -0.02712638 0.15605191 -0.23843521 0.15605191 -0.12992680 -0.02712638 0.49604484 0.12901390 -0.02712638 0.13429435 0.41252148 0.15605191 0.12901390 1.05222092 *** step number: 85 *** Deformation gradient in current step 0.57500000 -0.42500000 -0.42500000 0.42500000 1.42500000 0.42500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2906966408 Kirchhoff stress 0.29502E-01 -0.69826E-02 0.27621E-01 -0.69826E-02 -0.13156E-01 -0.70355E-01 0.27621E-01 -0.70355E-01 -0.41466E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.20864873 0.69776591 0.50706880 0.04051330 -0.22417615 -0.03029509 0.69776591 0.92514612 1.03847239 -0.10227256 0.14446330 0.13224154 0.50706880 1.03847239 1.32771019 0.11434113 -0.13372030 0.38432474 0.04051330 -0.10227256 0.11434113 0.69776591 -0.03029509 0.14446330 -0.22417615 0.14446330 -0.13372030 -0.03029509 0.50706880 0.11434113 -0.03029509 0.13224154 0.38432474 0.14446330 0.11434113 1.03847239 *** step number: 86 *** Deformation gradient in current step 0.57000000 -0.43000000 -0.43000000 0.43000000 1.43000000 0.43000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2913852993 Kirchhoff stress 0.27398E-01 -0.61445E-02 0.27784E-01 -0.61445E-02 -0.13412E-01 -0.65538E-01 0.27784E-01 -0.65538E-01 -0.36492E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.20501194 0.70521007 0.51912023 0.04187665 -0.20957229 -0.03278025 0.70521007 0.93929002 1.02490727 -0.09546515 0.13285642 0.13106043 0.51912023 1.02490727 1.29897357 0.10026765 -0.13592612 0.35678516 0.04187665 -0.09546515 0.10026765 0.70521007 -0.03278025 0.13285642 -0.20957229 0.13285642 -0.13592612 -0.03278025 0.51912023 0.10026765 -0.03278025 0.13106043 0.35678516 0.13285642 0.10026765 1.02490727 *** step number: 87 *** Deformation gradient in current step 0.56500000 -0.43500000 -0.43500000 0.43500000 1.43500000 0.43500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2920387582 Kirchhoff stress 0.25629E-01 -0.52205E-02 0.27868E-01 -0.52205E-02 -0.13048E-01 -0.60579E-01 0.27868E-01 -0.60579E-01 -0.31627E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.19715276 0.71192771 0.53169736 0.04141922 -0.19532248 -0.03439684 0.71192771 0.94863813 1.00969930 -0.08888403 0.12129541 0.12706598 0.53169736 1.00969930 1.27100660 0.08683661 -0.13857943 0.32946474 0.04141922 -0.08888403 0.08683661 0.71192771 -0.03439684 0.12129541 -0.19532248 0.12129541 -0.13857943 -0.03439684 0.53169736 0.08683661 -0.03439684 0.12706598 0.32946474 0.12129541 0.08683661 1.00969930 *** step number: 88 *** 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) = -0.2926541527 Kirchhoff stress 0.23522E-01 -0.44861E-02 0.27394E-01 -0.44861E-02 -0.12570E-01 -0.55474E-01 0.27394E-01 -0.55474E-01 -0.27045E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.19202684 0.71866120 0.54555832 0.04154301 -0.18016468 -0.03562327 0.71866120 0.95825556 0.99331579 -0.08194037 0.11010041 0.12192296 0.54555832 0.99331579 1.24467014 0.07449933 -0.13727075 0.30100984 0.04154301 -0.08194037 0.07449933 0.71866120 -0.03562327 0.11010041 -0.18016468 0.11010041 -0.13727075 -0.03562327 0.54555832 0.07449933 -0.03562327 0.12192296 0.30100984 0.11010041 0.07449933 0.99331579 *** step number: 89 *** Deformation gradient in current step 0.55500000 -0.44500000 -0.44500000 0.44500000 1.44500000 0.44500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2932276867 Kirchhoff stress 0.21415E-01 -0.38087E-02 0.26613E-01 -0.38087E-02 -0.11986E-01 -0.50373E-01 0.26613E-01 -0.50373E-01 -0.22772E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.18625109 0.72502806 0.56027833 0.04107668 -0.16480101 -0.03620061 0.72502806 0.96813706 0.97621313 -0.07488172 0.09911809 0.11584062 0.56027833 0.97621313 1.22012939 0.06301675 -0.13427244 0.27270775 0.04107668 -0.07488172 0.06301675 0.72502806 -0.03620061 0.09911809 -0.16480101 0.09911809 -0.13427244 -0.03620061 0.56027833 0.06301675 -0.03620061 0.11584062 0.27270775 0.09911809 0.06301675 0.97621313 *** step number: 90 *** Deformation gradient in current step 0.55000000 -0.45000000 -0.45000000 0.45000000 1.45000000 0.45000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2937573822 Kirchhoff stress 0.19314E-01 -0.31888E-02 0.25528E-01 -0.31888E-02 -0.11296E-01 -0.45294E-01 0.25528E-01 -0.45294E-01 -0.18821E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.17986358 0.73098970 0.57580572 0.04002548 -0.14928048 -0.03613138 0.73098970 0.97825321 0.95846058 -0.06773650 0.08838501 0.10885165 0.57580572 0.95846058 1.19746432 0.05242219 -0.12960177 0.24465927 0.04002548 -0.06773650 0.05242219 0.73098970 -0.03613138 0.08838501 -0.14928048 0.08838501 -0.12960177 -0.03613138 0.57580572 0.05242219 -0.03613138 0.10885165 0.24465927 0.08838501 0.05242219 0.95846058 *** step number: 91 *** Deformation gradient in current step 0.54500000 -0.45500000 -0.45500000 0.45500000 1.45500000 0.45500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2942414222 Kirchhoff stress 0.17227E-01 -0.26270E-02 0.24143E-01 -0.26270E-02 -0.10505E-01 -0.40255E-01 0.24143E-01 -0.40255E-01 -0.15207E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.17290414 0.73650948 0.59208695 0.03839860 -0.13365258 -0.03541946 0.73650948 0.98857391 0.94012852 -0.06053517 0.07793589 0.10099173 0.59208695 0.94012852 1.17674799 0.04274583 -0.12328098 0.21696304 0.03839860 -0.06053517 0.04274583 0.73650948 -0.03541946 0.07793589 -0.13365258 0.07793589 -0.12328098 -0.03541946 0.59208695 0.04274583 -0.03541946 0.10099173 0.21696304 0.07793589 0.04274583 0.94012852 *** step number: 92 *** 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) = -0.2946796601 Kirchhoff stress 0.15111E-01 -0.20218E-02 0.22518E-01 -0.20218E-02 -0.98258E-02 -0.35385E-01 0.22518E-01 -0.35385E-01 -0.12000E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.16550746 0.74196008 0.60917708 0.03601398 -0.11806885 -0.03385814 0.74196008 1.00084079 0.92176894 -0.05415937 0.06736132 0.09322235 0.60917708 0.92176894 1.15817703 0.03378429 -0.11545707 0.18996569 0.03601398 -0.05415937 0.03378429 0.74196008 -0.03385814 0.06736132 -0.11806885 0.06736132 -0.11545707 -0.03385814 0.60917708 0.03378429 -0.03385814 0.09322235 0.18996569 0.06736132 0.03378429 0.92176894 *** step number: 93 *** Deformation gradient in current step 0.53500000 -0.46500000 -0.46500000 0.46500000 1.46500000 0.46500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2950704277 Kirchhoff stress 0.13355E-01 -0.15956E-02 0.20685E-01 -0.15956E-02 -0.88260E-02 -0.30483E-01 0.20685E-01 -0.30483E-01 -0.90279E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.15466161 0.74647363 0.62614653 0.03342737 -0.10373382 -0.03181893 0.74647363 1.01139206 0.90246251 -0.04690793 0.05759476 0.08368924 0.62614653 0.90246251 1.14139508 0.02606670 -0.10622196 0.16325967 0.03342737 -0.04690793 0.02606670 0.74647363 -0.03181893 0.05759476 -0.10373382 0.05759476 -0.10622196 -0.03181893 0.62614653 0.02606670 -0.03181893 0.08368924 0.16325967 0.05759476 0.02606670 0.90246251 *** step number: 94 *** Deformation gradient in current step 0.53000000 -0.47000000 -0.47000000 0.47000000 1.47000000 0.47000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2954119319 Kirchhoff stress 0.11367E-01 -0.12126E-02 0.18447E-01 -0.12126E-02 -0.77338E-02 -0.25668E-01 0.18447E-01 -0.25668E-01 -0.64857E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14607815 0.75045975 0.64430029 0.03015892 -0.08816668 -0.02922978 0.75045975 1.02205636 0.88279496 -0.03970394 0.04820872 0.07340933 0.64430029 0.88279496 1.12687362 0.01930399 -0.09514865 0.13717124 0.03015892 -0.03970394 0.01930399 0.75045975 -0.02922978 0.04820872 -0.08816668 0.04820872 -0.09514865 -0.02922978 0.64430029 0.01930399 -0.02922978 0.07340933 0.13717124 0.04820872 0.01930399 0.88279496 *** step number: 95 *** Deformation gradient in current step 0.52500000 -0.47500000 -0.47500000 0.47500000 1.47500000 0.47500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2957022306 Kirchhoff stress 0.94182E-02 -0.88771E-03 0.15938E-01 -0.88771E-03 -0.65514E-02 -0.20964E-01 0.15938E-01 -0.20964E-01 -0.43224E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.13708696 0.75388422 0.66297432 0.02638536 -0.07269868 -0.02602738 0.75388422 1.03279976 0.86283636 -0.03258355 0.03922665 0.06242747 0.66297432 0.86283636 1.11452352 0.01354833 -0.08256252 0.11180442 0.02638536 -0.03258355 0.01354833 0.75388422 -0.02602738 0.03922665 -0.07269868 0.03922665 -0.08256252 -0.02602738 0.66297432 0.01354833 -0.02602738 0.06242747 0.11180442 0.03922665 0.01354833 0.86283636 *** step number: 96 *** 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) = -0.2959403607 Kirchhoff stress 0.75142E-02 -0.62099E-03 0.13169E-01 -0.62099E-03 -0.52818E-02 -0.16389E-01 0.13169E-01 -0.16389E-01 -0.25456E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.12773184 0.75672497 0.68210691 0.02213279 -0.05738125 -0.02222208 0.75672497 1.04358728 0.84265857 -0.02558436 0.03067440 0.05078988 0.68210691 0.84265857 1.10438306 0.00881482 -0.06850839 0.08724403 0.02213279 -0.02558436 0.00881482 0.75672497 -0.02222208 0.03067440 -0.05738125 0.03067440 -0.06850839 -0.02222208 0.68210691 0.00881482 -0.02222208 0.05078988 0.08724403 0.03067440 0.00881482 0.84265857 *** step number: 97 *** Deformation gradient in current step 0.51500000 -0.48500000 -0.48500000 0.48500000 1.48500000 0.48500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2961256393 Kirchhoff stress 0.55977E-02 -0.50387E-03 0.10240E-01 -0.50387E-03 -0.40625E-02 -0.11823E-01 0.10240E-01 -0.11823E-01 -0.12978E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11820336 0.75927781 0.70195553 0.01764470 -0.04248290 -0.01814278 0.75927781 1.05505525 0.82301924 -0.01828496 0.02211186 0.03786495 0.70195553 0.82301924 1.09718354 0.00558466 -0.05350888 0.06287872 0.01764470 -0.01828496 0.00558466 0.75927781 -0.01814278 0.02211186 -0.04248290 0.02211186 -0.05350888 -0.01814278 0.70195553 0.00558466 -0.01814278 0.03786495 0.06287872 0.02211186 0.00558466 0.82301924 *** step number: 98 *** Deformation gradient in current step 0.51000000 -0.49000000 -0.49000000 0.49000000 1.49000000 0.49000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2962573803 Kirchhoff stress 0.37998E-02 -0.35263E-03 0.69767E-02 -0.35263E-03 -0.26292E-02 -0.75530E-02 0.69767E-02 -0.75530E-02 -0.30977E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.10824780 0.76089711 0.72180974 0.01251917 -0.02761712 -0.01316376 0.76089711 1.06582665 0.80261786 -0.01164350 0.01449193 0.02505702 0.72180974 0.80261786 1.09154520 0.00292593 -0.03666450 0.04017467 0.01251917 -0.01164350 0.00292593 0.76089711 -0.01316376 0.01449193 -0.02761712 0.01449193 -0.03666450 -0.01316376 0.72180974 0.00292593 -0.01316376 0.02505702 0.04017467 0.01449193 0.00292593 0.80261786 *** step number: 99 *** Deformation gradient in current step 0.50500000 -0.49500000 -0.49500000 0.49500000 1.49500000 0.49500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2963351089 Kirchhoff stress 0.20618E-02 -0.25933E-03 0.34848E-02 -0.25933E-03 -0.11195E-02 -0.34579E-02 0.34848E-02 -0.34579E-02 0.27777E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09805875 0.76188932 0.74192950 0.00700790 -0.01305699 -0.00762033 0.76188932 1.07653035 0.78221025 -0.00523868 0.00736948 0.01173950 0.74192950 0.78221025 1.08818948 0.00131771 -0.01851088 0.01851220 0.00700790 -0.00523868 0.00131771 0.76188932 -0.00762033 0.00736948 -0.01305699 0.00736948 -0.01851088 -0.00762033 0.74192950 0.00131771 -0.00762033 0.01173950 0.01851220 0.00736948 0.00131771 0.78221025 *** step number: 100 *** 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) = -0.2963607407 Kirchhoff stress 0.83449E-10 -0.11769E-17 -0.11217E-17 0.73553E-19 0.83449E-10 -0.13240E-17 0.85138E-17 -0.14711E-18 0.83449E-10 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08932532 0.76385235 0.76385235 -0.00000000 0.00000000 0.00000000 0.76385235 1.08932532 0.76385235 0.00000000 0.00000000 0.00000000 0.76385235 0.76385235 1.08932532 0.00000000 0.00000000 0.00000000 -0.00000000 0.00000000 0.00000000 0.76385235 0.00000000 0.00000000 -0.00000000 -0.00000000 0.00000000 0.00000000 0.76385235 -0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.76385235 * CB-KIM calculation successfully completed