---------------------------------------------------------------------------- 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: EAM_Dynamo_Ackland_Tichy_Cu__MO_179025990738_004 Maximum cut-off distance: 4.4274528135 **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 Relaxed lattice vectors 0.00000000000000000000 1.80750003014059101858 1.80750003014059101858 1.80750003014059101858 0.00000000000000000000 1.80750003014059101858 1.80750003014059101858 1.80750003014059101858 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) = -0.2979873982 Kirchhoff stress -0.78100E-06 -0.30930E-18 -0.11129E-17 -0.30930E-18 -0.78100E-06 0.13600E-17 -0.11129E-17 0.13600E-17 -0.78100E-06 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05166188 0.75725884 0.75725884 0.00000000 -0.00000000 -0.00000000 0.75725884 1.05166188 0.75725884 0.00000000 0.00000000 0.00000000 0.75725884 0.75725884 1.05166188 0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.47004644 -0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 0.47004644 -0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.47004644 *** 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) = -0.2979674206 Kirchhoff stress -0.18252E-02 0.54741E-04 -0.26359E-02 0.54741E-04 0.12975E-02 0.24031E-02 -0.26359E-02 0.24031E-02 -0.30718E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.15931593 0.78715533 0.81451822 -0.00562831 0.05933705 -0.01129330 0.78715533 1.02574380 0.76848263 0.00143665 0.01162756 -0.00976825 0.81451822 0.76848263 1.11200684 -0.00885016 0.04976494 -0.02675774 -0.00562831 0.00143665 -0.00885016 0.49992880 -0.01124714 0.01157114 0.05933705 0.01162756 0.04976494 -0.01124714 0.52753692 -0.00885021 -0.01129330 -0.00976825 -0.02675774 0.01157114 -0.00885021 0.48100386 *** 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) = -0.2979041607 Kirchhoff stress -0.43203E-02 0.21641E-03 -0.58251E-02 0.21641E-03 0.22462E-02 0.49036E-02 -0.58251E-02 0.49036E-02 -0.12219E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.26047129 0.81643614 0.87028559 -0.01123478 0.11613590 -0.02185552 0.81643614 0.99881413 0.77943679 0.00416069 0.02315898 -0.01926699 0.87028559 0.77943679 1.17277782 -0.01676944 0.09931628 -0.05279355 -0.01123478 0.00416069 -0.01676944 0.52917055 -0.02175733 0.02302019 0.11613590 0.02315898 0.09931628 -0.02175733 0.58346934 -0.01677015 -0.02185552 -0.01926699 -0.05279355 0.02302019 -0.01677015 0.49169176 *** 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) = -0.2977930229 Kirchhoff stress -0.74285E-02 0.48297E-03 -0.95364E-02 0.48297E-03 0.28435E-02 0.74875E-02 -0.95364E-02 0.74875E-02 -0.27330E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.35521372 0.84502097 0.92442683 -0.01693771 0.17032760 -0.03174410 0.84502097 0.97072389 0.79002655 0.00812416 0.03459986 -0.02860400 0.92442683 0.79002655 1.23397883 -0.02378109 0.14851068 -0.07820051 -0.01693771 0.00812416 -0.02378109 0.55769683 -0.03158932 0.03435489 0.17032760 0.03459986 0.14851068 -0.03158932 0.63771574 -0.02378373 -0.03174410 -0.02860400 -0.07820051 0.03435489 -0.02378373 0.50201708 *** 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) = -0.2976299255 Kirchhoff stress -0.11096E-01 0.85335E-03 -0.13739E-01 0.85335E-03 0.30866E-02 0.10141E-01 -0.13739E-01 0.10141E-01 -0.48291E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.44375684 0.87283800 0.97691764 -0.02283779 0.22195375 -0.04101593 0.87283800 0.94145496 0.80026262 0.01328373 0.04595392 -0.03778203 0.97691764 0.80026262 1.29543942 -0.02990964 0.19731454 -0.10297017 -0.02283779 0.01328373 -0.02990964 0.58544081 -0.04080124 0.04558107 0.22195375 0.04595392 0.19731454 -0.04080124 0.69025763 -0.02991610 -0.04101593 -0.03778203 -0.10297017 0.04558107 -0.02991610 0.51199205 *** 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) = -0.2974112821 Kirchhoff stress -0.15271E-01 0.13276E-02 -0.18404E-01 0.13276E-02 0.29730E-02 0.12850E-01 -0.18404E-01 0.12850E-01 -0.74984E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.52633521 0.89983770 1.02773424 -0.02900654 0.27105786 -0.04972739 0.89983770 0.91099476 0.81015594 0.01961749 0.05722297 -0.04680358 1.02773424 0.81015594 1.35715020 -0.03518121 0.24569115 -0.12709349 -0.02900654 0.01961749 -0.03518121 0.61235763 -0.04945066 0.05670269 0.27105786 0.05722297 0.24569115 -0.04945066 0.74107678 -0.03519385 -0.04972739 -0.04680358 -0.12709349 0.05670269 -0.03519385 0.52162907 *** 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) = -0.2971339827 Kirchhoff stress -0.19906E-01 0.19066E-02 -0.23500E-01 0.19066E-02 0.25001E-02 0.15604E-01 -0.23500E-01 0.15604E-01 -0.10729E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.60318578 0.92596939 1.07685725 -0.03550871 0.31768856 -0.05793383 0.92596939 0.87933694 0.81971601 0.02710053 0.06840686 -0.05567248 1.07685725 0.81971601 1.41909957 -0.03962289 0.29360544 -0.15056270 -0.03550871 0.02710053 -0.03962289 0.63840098 -0.05759407 0.06772175 0.31768856 0.06840686 0.29360544 -0.05759407 0.79015913 -0.03964452 -0.05793383 -0.05567248 -0.15056270 0.06772175 -0.03964452 0.53093898 *** 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) = -0.2967953740 Kirchhoff stress -0.24955E-01 0.25925E-02 -0.28999E-01 0.25925E-02 0.16653E-02 0.18389E-01 -0.28999E-01 0.18389E-01 -0.14507E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.67454253 0.95118247 1.12426779 -0.04240225 0.36189603 -0.06568985 0.95118247 0.84647363 0.82895182 0.03570576 0.07950371 -0.06439336 1.12426779 0.82895182 1.48125578 -0.04326332 0.34102077 -0.17337201 -0.04240225 0.03570576 -0.04326332 0.66352430 -0.06528712 0.07863851 0.36189603 0.07950371 0.34102077 -0.06528712 0.83749086 -0.04329711 -0.06568985 -0.06439336 -0.17337201 0.07863851 -0.04329711 0.53993207 *** 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) = -0.2963932407 Kirchhoff stress -0.30374E-01 0.33880E-02 -0.34871E-01 0.33880E-02 0.46614E-03 0.21194E-01 -0.34871E-01 0.21194E-01 -0.18821E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.74064282 0.97542555 1.16995075 -0.04973927 0.40373532 -0.07304886 0.97542555 0.81238998 0.83787134 0.04540257 0.09051000 -0.07297189 1.16995075 0.83787134 1.54359113 -0.04613219 0.38790160 -0.19551663 -0.04973927 0.04540257 -0.04613219 0.68767995 -0.07258423 0.08945158 0.40373532 0.09051000 0.38790160 -0.07258423 0.88306171 -0.04618158 -0.07304886 -0.07297189 -0.19551663 0.08945158 -0.04618158 0.54861753 *** 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) = -0.2959257852 Kirchhoff stress -0.36125E-01 0.42965E-02 -0.41089E-01 0.42965E-02 -0.10997E-02 0.24009E-01 -0.41089E-01 0.24009E-01 -0.23658E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.80172696 0.99864820 1.21389311 -0.05756311 0.44326335 -0.08006282 0.99864820 0.77706652 0.84648123 0.05615947 0.10142026 -0.08141522 1.21389311 0.84648123 1.60607305 -0.04826009 0.43421232 -0.21699366 -0.05756311 0.05615947 -0.04826009 0.71082091 -0.07953829 0.10015764 0.44326335 0.10142026 0.43421232 -0.07953829 0.92686325 -0.04832875 -0.08006282 -0.08141522 -0.21699366 0.10015764 -0.04832875 0.55700312 *** 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) = -0.2953916087 Kirchhoff stress -0.42168E-01 0.53224E-02 -0.47625E-01 0.53224E-02 -0.30347E-02 0.26823E-01 -0.47625E-01 0.26823E-01 -0.29003E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.85802563 1.02079938 1.25608589 -0.06591169 0.48054165 -0.08678193 1.02079938 0.74048600 0.85478779 0.06794073 0.11222755 -0.08973101 1.25608589 0.85478779 1.66867501 -0.04967847 0.47991884 -0.23780064 -0.06591169 0.06794073 -0.04967847 0.73289927 -0.08620039 0.11075181 0.48054165 0.11222755 0.47991884 -0.08620039 0.96889086 -0.04977022 -0.08678193 -0.08973101 -0.23780064 0.11075181 -0.04977022 0.56509620 *** 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) = -0.2947896912 Kirchhoff stress -0.48470E-01 0.64705E-02 -0.54452E-01 0.64705E-02 -0.53410E-02 0.29627E-01 -0.54452E-01 0.29627E-01 -0.34843E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.90977405 1.04182924 1.29651975 -0.07481624 0.51563199 -0.09325540 1.04182924 0.70262239 0.86279545 0.08070873 0.12292350 -0.09792931 1.29651975 0.86279545 1.73136152 -0.05042012 0.52498420 -0.25793800 -0.07481624 0.08070873 -0.05042012 0.75386799 -0.09262053 0.12122782 0.51563199 0.12292350 0.52498420 -0.09262053 1.00913936 -0.05053888 -0.09325540 -0.09792931 -0.25793800 0.12122782 -0.05053888 0.57290217 *** 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) = -0.2941195961 Kirchhoff stress -0.54803E-01 0.76553E-02 -0.61441E-01 0.76553E-02 -0.79785E-02 0.32363E-01 -0.61441E-01 0.32363E-01 -0.41110E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.84557390 1.03723173 1.30360965 -0.03205200 0.48922755 -0.07173802 1.03723173 0.65809067 0.86358861 0.10587127 0.12048908 -0.09993132 1.30360965 0.86358861 1.78516381 -0.03573509 0.55257700 -0.26954318 -0.03205200 0.10587127 -0.03573509 0.74922354 -0.07105427 0.11856865 0.48922755 0.12048908 0.55257700 -0.07105427 1.01602762 -0.03588483 -0.07173802 -0.09993132 -0.26954318 0.11856865 -0.03588483 0.57350634 *** 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) = -0.2933879976 Kirchhoff stress -0.59692E-01 0.82106E-02 -0.67789E-01 0.82106E-02 -0.10637E-01 0.34662E-01 -0.67789E-01 0.34662E-01 -0.47373E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.64117749 1.00254953 1.26933523 0.07280222 0.38735124 -0.01624713 1.00254953 0.60609730 0.85568541 0.14523001 0.10234612 -0.09466665 1.26933523 0.85568541 1.82746128 -0.00219670 0.55810548 -0.27064267 0.07280222 0.14523001 -0.00219670 0.71451080 -0.01551962 0.10019814 0.38735124 0.10234612 0.55810548 -0.01551962 0.98153899 -0.00238138 -0.01624713 -0.09466665 -0.27064267 0.10019814 -0.00238138 0.56542763 *** 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) = -0.2926096081 Kirchhoff stress -0.62846E-01 0.80361E-02 -0.73319E-01 0.80361E-02 -0.13277E-01 0.36453E-01 -0.73319E-01 0.36453E-01 -0.53527E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.43757633 0.96892230 1.23311069 0.17346538 0.28457016 0.03809064 0.96892230 0.55350409 0.84783132 0.18406904 0.08499775 -0.08992121 1.23311069 0.84783132 1.86924143 0.03159256 0.56238226 -0.27106496 0.17346538 0.18406904 0.03159256 0.68087138 0.03885614 0.08262134 0.28457016 0.08499775 0.56238226 0.03885614 0.94509115 0.03136902 0.03809064 -0.08992121 -0.27106496 0.08262134 0.03136902 0.55741223 *** 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) = -0.2917996884 Kirchhoff stress -0.64287E-01 0.71754E-02 -0.78013E-01 0.71754E-02 -0.15925E-01 0.37740E-01 -0.78013E-01 0.37740E-01 -0.59554E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.23498161 0.93627654 1.19494643 0.26995337 0.18097361 0.09122559 0.93627654 0.50024652 0.84003133 0.22237129 0.06842983 -0.08570468 1.19494643 0.84003133 1.91045746 0.06558815 0.56537113 -0.27082002 0.26995337 0.22237129 0.06558815 0.64823337 0.09202277 0.06582600 0.18097361 0.06842983 0.56537113 0.09202277 0.90669776 0.06532191 0.09122559 -0.08570468 -0.27082002 0.06582600 0.06532191 0.54946577 *** 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) = -0.2909735866 Kirchhoff stress -0.64036E-01 0.56717E-02 -0.81855E-01 0.56717E-02 -0.18608E-01 0.38529E-01 -0.81855E-01 0.38529E-01 -0.65432E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03360301 0.90453971 1.15484966 0.36228993 0.07664641 0.14310991 0.90453971 0.44625631 0.83228887 0.26011829 0.05262673 -0.08202896 1.15484966 0.83228887 1.95105087 0.09974378 0.56703160 -0.26992268 0.36228993 0.26011829 0.09974378 0.61652560 0.14393196 0.04979832 0.07664641 0.05262673 0.56703160 0.14393196 0.86636913 0.09943111 0.14310991 -0.08202896 -0.26992268 0.04979832 0.09943111 0.54159223 *** 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) = -0.2901467168 Kirchhoff stress -0.62117E-01 0.35687E-02 -0.84830E-01 0.35687E-02 -0.21352E-01 0.38825E-01 -0.84830E-01 0.38825E-01 -0.71142E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83364954 0.87364185 1.11283779 0.45050414 -0.02831781 0.19369836 0.87364185 0.39145835 0.82460636 0.29728955 0.03757194 -0.07890719 1.11283779 0.82460636 1.99097512 0.13401390 0.56733046 -0.26838649 0.45050414 0.29728955 0.13401390 0.58567917 0.19453801 0.03452354 -0.02831781 0.03757194 0.56733046 0.19453801 0.82412551 0.13365124 0.19369836 -0.07890719 -0.26838649 0.03452354 0.13365124 0.53379448 *** 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) = -0.2893344851 Kirchhoff stress -0.58626E-01 0.94058E-03 -0.86963E-01 0.94058E-03 -0.24197E-01 0.38652E-01 -0.86963E-01 0.38652E-01 -0.76685E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.69620707 0.85587446 1.08730875 0.50719886 -0.10037285 0.22787552 0.85587446 0.33828220 0.82071680 0.32829452 0.03003915 -0.07941317 1.08730875 0.82071680 2.03572192 0.16007001 0.57633237 -0.27077886 0.50719886 0.32829452 0.16007001 0.56798638 0.22872514 0.02677704 -0.10037285 0.03003915 0.57633237 0.22872514 0.79836753 0.15965396 0.22787552 -0.07941317 -0.27077886 0.02677704 0.15965396 0.52980587 *** 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) = -0.2885478771 Kirchhoff stress -0.54759E-01 -0.16624E-02 -0.88834E-01 -0.16624E-02 -0.27380E-01 0.38247E-01 -0.88834E-01 0.38247E-01 -0.82244E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.70887130 0.86553093 1.08639657 0.49568505 -0.09692755 0.23140444 0.86553093 0.28676829 0.80594961 0.34862785 0.03170930 -0.07974576 1.08639657 0.80594961 1.97098862 0.18555496 0.55996156 -0.23425429 0.49568505 0.34862785 0.18555496 0.57774114 0.23225607 0.02824135 -0.09692755 0.03170930 0.55996156 0.23225607 0.79723168 0.18508232 0.23140444 -0.07974576 -0.23425429 0.02824135 0.18508232 0.51495607 *** 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) = -0.2877915599 Kirchhoff stress -0.50864E-01 -0.41158E-02 -0.90450E-01 -0.41158E-02 -0.30912E-01 0.37496E-01 -0.90450E-01 0.37496E-01 -0.87385E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.71791445 0.87243727 1.07405665 0.48475683 -0.09857142 0.23838994 0.87243727 0.23217468 0.78120167 0.37085999 0.02953859 -0.07647403 1.07405665 0.78120167 1.83900980 0.22106470 0.51707811 -0.17160918 0.48475683 0.37085999 0.22106470 0.58476968 0.23923535 0.02587421 -0.09857142 0.02953859 0.51707811 0.23923535 0.78467563 0.22053248 0.23838994 -0.07647403 -0.17160918 0.02587421 0.22053248 0.49014208 *** 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) = -0.2870705813 Kirchhoff stress -0.46937E-01 -0.64073E-02 -0.91791E-01 -0.64073E-02 -0.34799E-01 0.36395E-01 -0.91791E-01 0.36395E-01 -0.92060E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.72536051 0.87840035 1.06136175 0.47261002 -0.10070971 0.24429623 0.87840035 0.17625942 0.75751291 0.39310458 0.02802102 -0.07413713 1.06136175 0.75751291 1.70556667 0.25551462 0.47466294 -0.10986457 0.47261002 0.39310458 0.25551462 0.59087876 0.24512699 0.02417106 -0.10070971 0.02802102 0.47466294 0.24512699 0.77177411 0.25492007 0.24429623 -0.07413713 -0.10986457 0.02417106 0.25492007 0.46640374 *** 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) = -0.2863900002 Kirchhoff stress -0.42983E-01 -0.85172E-02 -0.92857E-01 -0.85172E-02 -0.39056E-01 0.34957E-01 -0.92857E-01 0.34957E-01 -0.96269E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.73136329 0.88337112 1.04832300 0.45930139 -0.10328627 0.24912189 0.88337112 0.11892287 0.73486751 0.41533153 0.02711515 -0.07273794 1.04832300 0.73486751 1.57065390 0.28887557 0.43272214 -0.04907361 0.45930139 0.41533153 0.28887557 0.59601922 0.24992940 0.02309179 -0.10328627 0.02711515 0.43272214 0.24992940 0.75854035 0.28821617 0.24912189 -0.07273794 -0.04907361 0.02309179 0.28821617 0.44372530 *** 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) = -0.2857545808 Kirchhoff stress -0.39005E-01 -0.10459E-01 -0.93649E-01 -0.10459E-01 -0.43389E-01 0.33194E-01 -0.93649E-01 0.33194E-01 -0.10001E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.73611924 0.88981784 1.03496335 0.44463687 -0.10623646 0.25287099 0.88981784 0.29616257 0.71324723 0.41316013 0.02678147 -0.07228297 1.03496335 0.71324723 1.43428961 0.32112209 0.39127620 0.01070987 0.44463687 0.41316013 0.32112209 0.60265887 0.25364653 0.02259816 -0.10623646 0.02678147 0.39127620 0.25364653 0.74499906 0.32039556 0.25287099 -0.07228297 0.01070987 0.02259816 0.32039556 0.42208833 *** 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) = -0.2851635998 Kirchhoff stress -0.34991E-01 -0.12395E-01 -0.94169E-01 -0.12395E-01 -0.46144E-01 0.31122E-01 -0.94169E-01 0.31122E-01 -0.10329E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.73977579 0.89804153 1.02129968 0.42861421 -0.10950277 0.25554816 0.89804153 0.68567455 0.69263079 0.38610198 0.02697910 -0.07278081 1.02129968 0.69263079 1.29647327 0.35222826 0.35033769 0.06942813 0.42861421 0.38610198 0.35222826 0.61109802 0.25628298 0.02265047 -0.10950277 0.02697910 0.35033769 0.25628298 0.73116876 0.35143259 0.25554816 -0.07278081 0.06942813 0.02265047 0.35143259 0.40147127 *** 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) = -0.2846111247 Kirchhoff stress -0.30942E-01 -0.14366E-01 -0.94419E-01 -0.14366E-01 -0.47048E-01 0.28753E-01 -0.94419E-01 0.28753E-01 -0.10611E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.74246056 0.90601931 1.00735430 0.41149132 -0.11302468 0.25716250 0.90601931 1.07991894 0.67299581 0.35465395 0.02766872 -0.07424133 1.00735430 0.67299581 1.15722457 0.38217034 0.30992484 0.12702358 0.41149132 0.35465395 0.38217034 0.61931286 0.25784780 0.02321045 -0.11302468 0.02766872 0.30992484 0.25784780 0.71707320 0.38130376 0.25716250 -0.07424133 0.12702358 0.02321045 0.38130376 0.38185129 *** 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) = -0.2840907739 Kirchhoff stress -0.26860E-01 -0.16386E-01 -0.94403E-01 -0.16386E-01 -0.46067E-01 0.26100E-01 -0.94403E-01 0.26100E-01 -0.10847E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.74431217 0.91376783 0.99315071 0.39332553 -0.11674218 0.25772588 0.91376783 1.47874305 0.65431638 0.31876093 0.02881043 -0.07667603 0.99315071 0.65431638 1.01654663 0.41092752 0.27005739 0.18343981 0.39332553 0.31876093 0.41092752 0.62731890 0.25835291 0.02423918 -0.11674218 0.02881043 0.27005739 0.25835291 0.70273719 0.40998852 0.25772588 -0.07667603 0.18343981 0.02423918 0.40998852 0.36320193 *** 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) = -0.2835958998 Kirchhoff stress -0.22751E-01 -0.18472E-01 -0.94125E-01 -0.18472E-01 -0.43169E-01 0.23177E-01 -0.94125E-01 0.23177E-01 -0.11036E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.74546056 0.92130889 0.97871237 0.37417718 -0.12059810 0.25725266 0.92130889 1.88200282 0.63656590 0.27836948 0.03036590 -0.08009846 0.97871237 0.63656590 0.87446267 0.43847867 0.23075500 0.23861551 0.37417718 0.27836948 0.43847867 0.63513657 0.25781273 0.02569921 -0.12059810 0.03036590 0.23075500 0.25781273 0.68818535 0.43746600 0.25725266 -0.08009846 0.23861551 0.02569921 0.43746600 0.34549589 *** 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) = -0.2831195850 Kirchhoff stress -0.18618E-01 -0.20640E-01 -0.93589E-01 -0.20640E-01 -0.38323E-01 0.19998E-01 -0.93589E-01 0.19998E-01 -0.11181E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.74603280 0.92866747 0.96406527 0.35410702 -0.12453450 0.25575968 0.92866747 2.28953516 0.61971636 0.23342797 0.03229632 -0.08452156 0.96406527 0.61971636 0.73098439 0.46480527 0.19203984 0.29249225 0.35410702 0.23342797 0.46480527 0.64278933 0.25624417 0.02755250 -0.12453450 0.03229632 0.19203984 0.25624417 0.67344468 0.46371793 0.25575968 -0.08452156 0.29249225 0.02755250 0.46371793 0.32870431 *** 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) = -0.2826546402 Kirchhoff stress -0.14466E-01 -0.22911E-01 -0.92801E-01 -0.22911E-01 -0.31498E-01 0.16575E-01 -0.92801E-01 0.16575E-01 -0.11280E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.74613928 0.93587308 0.94923592 0.33317910 -0.12849636 0.25326771 0.93587308 2.70118289 0.60373372 0.18388865 0.03456538 -0.08996483 0.94923592 0.60373372 0.58612967 0.48989270 0.15393572 0.34500833 0.33317910 0.18388865 0.48989270 0.65030493 0.25366816 0.02976344 -0.12849636 0.03456538 0.15393572 0.25366816 0.65854258 0.48872994 0.25326771 -0.08996483 0.34500833 0.02976344 0.48872994 0.31279216 *** 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) = -0.2821949337 Kirchhoff stress -0.10393E-01 -0.25160E-01 -0.91819E-01 -0.25160E-01 -0.23711E-01 0.12971E-01 -0.91819E-01 0.12971E-01 -0.11350E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.78032769 0.93783283 0.94863977 0.31651447 -0.12739323 0.24476266 0.93783283 2.65363320 0.60297683 0.18876563 0.04217183 -0.10147749 0.94863977 0.60297683 0.55737638 0.49933607 0.15757648 0.35499362 0.31651447 0.18876563 0.49933607 0.65258853 0.24507075 0.03733135 -0.12739323 0.04217183 0.15757648 0.24507075 0.65789527 0.49809738 0.24476266 -0.10147749 0.35499362 0.03733135 0.49809738 0.31211717 *** 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) = -0.2817404962 Kirchhoff stress -0.66337E-02 -0.27176E-01 -0.90787E-01 -0.27176E-01 -0.16516E-01 0.93378E-02 -0.90787E-01 0.93378E-02 -0.11431E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82677926 0.93881582 0.95308322 0.30160012 -0.12456929 0.23367080 0.93881582 2.55193840 0.60818190 0.19990611 0.05168338 -0.11568285 0.95308322 0.60818190 0.57752482 0.50235376 0.17803976 0.34734412 0.30160012 0.19990611 0.50235376 0.65390714 0.23387841 0.04682444 -0.12456929 0.05168338 0.17803976 0.23387841 0.66230977 0.50103888 0.23367080 -0.11568285 0.34734412 0.04682444 0.50103888 0.31741425 *** 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) = -0.2812931182 Kirchhoff stress -0.31970E-02 -0.28949E-01 -0.89710E-01 -0.28949E-01 -0.99454E-02 0.56828E-02 -0.89710E-01 0.56828E-02 -0.11525E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87123645 0.93847759 0.95632778 0.28686315 -0.12218383 0.22222429 0.93847759 2.44665875 0.61304992 0.21148537 0.06085845 -0.13039304 0.95632778 0.61304992 0.59673295 0.50519513 0.19763828 0.33970279 0.28686315 0.21148537 0.50519513 0.65391400 0.22232346 0.05600154 -0.12218383 0.06085845 0.19763828 0.22232346 0.66554810 0.50380405 0.22222429 -0.13039304 0.33970279 0.05600154 0.50380405 0.32238293 *** 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) = -0.2808547205 Kirchhoff stress -0.79079E-04 -0.30478E-01 -0.88580E-01 -0.30478E-01 -0.40164E-02 0.20039E-02 -0.88580E-01 0.20039E-02 -0.11632E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91380961 0.93683517 0.95842394 0.27235418 -0.12016236 0.21043378 0.93683517 2.33765885 0.61755726 0.22348121 0.06968763 -0.14565091 0.95842394 0.61755726 0.61497528 0.50784161 0.21638538 0.33203746 0.27235418 0.22348121 0.50784161 0.65262372 0.21041680 0.06485355 -0.12016236 0.06968763 0.21638538 0.21041680 0.66766116 0.50637455 0.21043378 -0.14565091 0.33203746 0.06485355 0.50637455 0.32699796 *** 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) = -0.2804273647 Kirchhoff stress 0.27228E-02 -0.31759E-01 -0.87393E-01 -0.31759E-01 0.12535E-02 -0.17016E-02 -0.87393E-01 -0.17016E-02 -0.11750E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95458371 0.93390733 0.95941481 0.25812064 -0.11843990 0.19830982 0.93390733 2.22480031 0.62167820 0.23587353 0.07816108 -0.16150025 0.95941481 0.62167820 0.63221485 0.51027283 0.23428302 0.32431183 0.25812064 0.23587353 0.51027283 0.65005245 0.19816919 0.07337086 -0.11843990 0.07816108 0.23428302 0.19816919 0.66869235 0.50873023 0.19830982 -0.16150025 0.32431183 0.07337086 0.50873023 0.33123185 *** 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) = -0.2800132521 Kirchhoff stress 0.52109E-02 -0.32790E-01 -0.86146E-01 -0.32790E-01 0.58452E-02 -0.54362E-02 -0.86146E-01 -0.54362E-02 -0.11879E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99364099 0.92971585 0.95934627 0.24420905 -0.11695120 0.18586547 0.92971585 2.10793658 0.62538574 0.24864579 0.08627130 -0.17798583 0.95934627 0.62538574 0.64841521 0.51247071 0.25133752 0.31649047 0.24420905 0.24864579 0.51247071 0.64621922 0.18559393 0.08154614 -0.11695120 0.08627130 0.25133752 0.18559393 0.66868772 0.51085327 0.18586547 -0.17798583 0.31649047 0.08154614 0.51085327 0.33505562 *** 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) = -0.2796147247 Kirchhoff stress 0.73867E-02 -0.33568E-01 -0.84835E-01 -0.33568E-01 0.97385E-02 -0.92029E-02 -0.84835E-01 -0.92029E-02 -0.12019E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03106316 0.92428710 0.95826922 0.23066827 -0.11563173 0.17311701 0.92428710 1.98692297 0.62865331 0.26178673 0.09401337 -0.19515342 0.95826922 0.62865331 0.66355386 0.51442117 0.26756415 0.30853967 0.23066827 0.26178673 0.51442117 0.64114750 0.17270752 0.08937452 -0.11563173 0.09401337 0.26756415 0.17270752 0.66769826 0.51272983 0.17311701 -0.19515342 0.30853967 0.08937452 0.51272983 0.33844057 *** 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) = -0.2792342455 Kirchhoff stress 0.92525E-02 -0.34096E-01 -0.83460E-01 -0.34096E-01 0.12929E-01 -0.12993E-01 -0.83460E-01 -0.12993E-01 -0.12167E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06696804 0.91833400 0.95659447 0.21735791 -0.11455779 0.16058022 0.91833400 1.87099865 0.63645463 0.27275264 0.09953206 -0.20619610 0.95659447 0.63645463 0.68026109 0.51475743 0.28198427 0.30407309 0.21735791 0.27275264 0.51475743 0.63554709 0.16002599 0.09500079 -0.11455779 0.09953206 0.28198427 0.16002599 0.66613469 0.51299335 0.16058022 -0.20619610 0.30407309 0.09500079 0.51299335 0.34635802 *** 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) = -0.2788735771 Kirchhoff stress 0.10822E-01 -0.34418E-01 -0.82052E-01 -0.34418E-01 0.15559E-01 -0.16690E-01 -0.82052E-01 -0.16690E-01 -0.12315E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.10146034 0.91238044 0.95461549 0.20417658 -0.11377552 0.14862008 0.91238044 1.76543682 0.65139429 0.27989681 0.10167456 -0.20737793 0.95461549 0.65139429 0.69977837 0.51266398 0.29405327 0.30488366 0.20417658 0.27989681 0.51266398 0.62993854 0.14791454 0.09727206 -0.11377552 0.10167456 0.29405327 0.14791454 0.66429020 0.51082860 0.14862008 -0.20737793 0.30488366 0.09727206 0.51082860 0.36140987 *** 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) = -0.2785336487 Kirchhoff stress 0.12170E-01 -0.34574E-01 -0.80578E-01 -0.34574E-01 0.17663E-01 -0.20282E-01 -0.80578E-01 -0.20282E-01 -0.12457E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11418847 0.90257574 0.94400852 0.19913698 -0.12568735 0.14133174 0.90257574 1.65568712 0.66475559 0.28801643 0.10135241 -0.20834528 0.94400852 0.66475559 0.71496949 0.51310836 0.30038966 0.30722228 0.19913698 0.28801643 0.51310836 0.62045670 0.14047084 0.09709352 -0.12568735 0.10135241 0.30038966 0.14047084 0.65382720 0.51120720 0.14133174 -0.20834528 0.30722228 0.09709352 0.51120720 0.37487173 *** 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) = -0.2782165680 Kirchhoff stress 0.13438E-01 -0.34622E-01 -0.78953E-01 -0.34622E-01 0.19243E-01 -0.23805E-01 -0.78953E-01 -0.23805E-01 -0.12587E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.12119570 0.89140894 0.93079216 0.19604557 -0.14049488 0.13493724 0.89140894 1.54196591 0.67741849 0.29615912 0.10006041 -0.20973262 0.93079216 0.67741849 0.72804201 0.51376128 0.30465113 0.30963442 0.19604557 0.29615912 0.51376128 0.60956504 0.13392164 0.09594718 -0.14049488 0.10006041 0.30465113 0.13392164 0.64073653 0.51180761 0.13493724 -0.20973262 0.30963442 0.09594718 0.51180761 0.38761044 *** 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) = -0.2779250239 Kirchhoff stress 0.14627E-01 -0.34562E-01 -0.77177E-01 -0.34562E-01 0.20280E-01 -0.27257E-01 -0.77177E-01 -0.27257E-01 -0.12705E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.12758005 0.87965829 0.91693796 0.19301183 -0.15503718 0.12826863 0.87965829 1.42421944 0.68962791 0.30404865 0.09825711 -0.21176688 0.91693796 0.68962791 0.73969972 0.51388074 0.30804430 0.31162386 0.19301183 0.30404865 0.51388074 0.59803958 0.12709900 0.09429124 -0.15503718 0.09825711 0.30804430 0.12709900 0.62699003 0.51188767 0.12826863 -0.21176688 0.31162386 0.09429124 0.51188767 0.39986852 *** 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) = -0.2776616845 Kirchhoff stress 0.15736E-01 -0.34411E-01 -0.75258E-01 -0.34411E-01 0.20842E-01 -0.30640E-01 -0.75258E-01 -0.30640E-01 -0.12810E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.13343110 0.86931636 0.90250009 0.18973310 -0.16926760 0.12135444 0.86931636 1.36729875 0.70134470 0.30041282 0.09594789 -0.21449693 0.90250009 0.70134470 0.74993032 0.51346836 0.31060245 0.31315773 0.18973310 0.30041282 0.51346836 0.58787733 0.12003129 0.09213118 -0.16926760 0.09594789 0.31060245 0.12003129 0.61264311 0.51144757 0.12135444 -0.21449693 0.31315773 0.09213118 0.51144757 0.41161061 *** 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) = -0.2774278900 Kirchhoff stress 0.16772E-01 -0.34242E-01 -0.73199E-01 -0.34242E-01 0.21314E-01 -0.33955E-01 -0.73199E-01 -0.33955E-01 -0.12903E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.13878069 0.86010910 0.88752777 0.18628026 -0.18314497 0.11422105 0.86010910 1.35436295 0.71250358 0.28755313 0.09313981 -0.21797730 0.88752777 0.71250358 0.75871768 0.51252890 0.31235286 0.31419684 0.18628026 0.28755313 0.51252890 0.57883018 0.11274473 0.08947434 -0.18314497 0.09313981 0.31235286 0.11274473 0.59774704 0.51048679 0.11422105 -0.21797730 0.31419684 0.08947434 0.51048679 0.42279660 *** 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) = -0.2772238987 Kirchhoff stress 0.17735E-01 -0.34072E-01 -0.71008E-01 -0.34072E-01 0.21730E-01 -0.37202E-01 -0.71008E-01 -0.37202E-01 -0.12984E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14361869 0.85072090 0.87206760 0.18291369 -0.19663334 0.10689517 0.85072090 1.33816791 0.72306338 0.27349548 0.08984054 -0.22225940 0.87206760 0.72306338 0.76603719 0.51106318 0.31331960 0.31470152 0.18291369 0.27349548 0.51106318 0.56958488 0.10526583 0.08632829 -0.19663334 0.08984054 0.31331960 0.10526583 0.58234992 0.50900483 0.10689517 -0.22225940 0.31470152 0.08632829 0.50900483 0.43338681 *** 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) = -0.2770499891 Kirchhoff stress 0.18624E-01 -0.33907E-01 -0.68690E-01 -0.33907E-01 0.22071E-01 -0.40384E-01 -0.68690E-01 -0.40384E-01 -0.13051E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14797204 0.84120433 0.85617541 0.17966047 -0.20969435 0.09940755 0.84120433 1.31854498 0.73299139 0.25826598 0.08606315 -0.22739297 0.85617541 0.73299139 0.77189689 0.50908052 0.31354591 0.31464430 0.17966047 0.25826598 0.50908052 0.56019301 0.09762505 0.08270596 -0.20969435 0.08606315 0.31354591 0.09762505 0.56650893 0.50701022 0.09940755 -0.22739297 0.31464430 0.08270596 0.50701022 0.44334665 *** 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) = -0.2769065039 Kirchhoff stress 0.19438E-01 -0.33755E-01 -0.66251E-01 -0.33755E-01 0.22317E-01 -0.43503E-01 -0.66251E-01 -0.43503E-01 -0.13106E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.15185143 0.83160865 0.83989382 0.17654126 -0.22230059 0.09178559 0.83160865 1.29532157 0.74224761 0.24189392 0.08181943 -0.23343052 0.83989382 0.74224761 0.77627092 0.50658436 0.31305575 0.31398490 0.17654126 0.24189392 0.50658436 0.55070268 0.08984948 0.07861890 -0.22230059 0.08181943 0.31305575 0.08984948 0.55026790 0.50450569 0.09178559 -0.23343052 0.31398490 0.07861890 0.50450569 0.45263394 *** 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) = -0.2767938629 Kirchhoff stress 0.20174E-01 -0.33624E-01 -0.63700E-01 -0.33624E-01 0.22449E-01 -0.46564E-01 -0.63700E-01 -0.46564E-01 -0.13148E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.15528173 0.82198562 0.82327304 0.17357689 -0.23442153 0.08405780 0.82198562 1.26832095 0.75079598 0.22441398 0.07712561 -0.24042390 0.82327304 0.75079598 0.77915689 0.50358428 0.31188720 0.31269078 0.17357689 0.22441398 0.50358428 0.54116434 0.08196729 0.07408312 -0.23442153 0.07712561 0.31188720 0.08196729 0.53367819 0.50150013 0.08405780 -0.24042390 0.31269078 0.07408312 0.50150013 0.46121023 *** 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) = -0.2767125755 Kirchhoff stress 0.20832E-01 -0.33522E-01 -0.61043E-01 -0.33522E-01 0.22443E-01 -0.49570E-01 -0.61043E-01 -0.49570E-01 -0.13177E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.15827076 0.81238629 0.80635961 0.17078461 -0.24603275 0.07625447 0.81238629 1.23737791 0.75860093 0.20586894 0.07199995 -0.24842288 0.80635961 0.75860093 0.78055129 0.50009245 0.31007940 0.31073147 0.17078461 0.20586894 0.50009245 0.53162760 0.07400835 0.06911662 -0.24603275 0.07199995 0.31007940 0.07400835 0.51678740 0.49800508 0.07625447 -0.24842288 0.31073147 0.06911662 0.49800508 0.46903730 *** 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) = -0.2766632546 Kirchhoff stress 0.21412E-01 -0.33456E-01 -0.58286E-01 -0.33456E-01 0.22273E-01 -0.52526E-01 -0.58286E-01 -0.52526E-01 -0.13195E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.16083214 0.80286132 0.78920085 0.16817828 -0.25711132 0.06840328 0.80286132 1.20231573 0.76562735 0.18630326 0.06646194 -0.25747843 0.78920085 0.76562735 0.78045769 0.49612149 0.30766971 0.30807690 0.16817828 0.18630326 0.49612149 0.52214150 0.06599989 0.06373859 -0.25711132 0.06646194 0.30766971 0.06599989 0.49964378 0.49403256 0.06840328 -0.25747843 0.30807690 0.06373859 0.49403256 0.47607715 *** 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) = -0.2766466305 Kirchhoff stress 0.21914E-01 -0.33432E-01 -0.55438E-01 -0.33432E-01 0.21914E-01 -0.55438E-01 -0.55438E-01 -0.55438E-01 -0.13201E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.16296739 0.79345983 0.77183962 0.16576862 -0.26763959 0.06053343 0.79345983 1.16296739 0.77183962 0.16576862 0.06053343 -0.26763959 0.77183962 0.77183962 0.77887124 0.49168629 0.30469704 0.30469704 0.16576862 0.16576862 0.49168629 0.51275335 0.05797060 0.05797060 -0.26763959 0.06053343 0.30469704 0.05797060 0.48229100 0.48959694 0.06053343 -0.26763959 0.30469704 0.05797060 0.48959694 0.48229100 *** 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) = -0.2766632546 Kirchhoff stress 0.22273E-01 -0.33456E-01 -0.52526E-01 -0.33456E-01 0.21412E-01 -0.58286E-01 -0.52526E-01 -0.58286E-01 -0.13195E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.20231573 0.80286132 0.76562735 0.18630326 -0.25747843 0.06646194 0.80286132 1.16083214 0.78920085 0.16817828 0.06840328 -0.25711132 0.76562735 0.78920085 0.78045769 0.49612149 0.30807690 0.30766971 0.18630326 0.16817828 0.49612149 0.52214150 0.06373859 0.06599989 -0.25747843 0.06840328 0.30807690 0.06373859 0.47607715 0.49403256 0.06646194 -0.25711132 0.30766971 0.06599989 0.49403256 0.49964378 *** 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) = -0.2767125755 Kirchhoff stress 0.22443E-01 -0.33522E-01 -0.49570E-01 -0.33522E-01 0.20832E-01 -0.61043E-01 -0.49570E-01 -0.61043E-01 -0.13177E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.23737791 0.81238629 0.75860093 0.20586894 -0.24842288 0.07199995 0.81238629 1.15827076 0.80635961 0.17078461 0.07625447 -0.24603275 0.75860093 0.80635961 0.78055129 0.50009245 0.31073147 0.31007940 0.20586894 0.17078461 0.50009245 0.53162760 0.06911662 0.07400835 -0.24842288 0.07625447 0.31073147 0.06911662 0.46903730 0.49800508 0.07199995 -0.24603275 0.31007940 0.07400835 0.49800508 0.51678740 *** 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) = -0.2767938629 Kirchhoff stress 0.22449E-01 -0.33624E-01 -0.46564E-01 -0.33624E-01 0.20174E-01 -0.63700E-01 -0.46564E-01 -0.63700E-01 -0.13148E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.26832095 0.82198562 0.75079598 0.22441398 -0.24042390 0.07712561 0.82198562 1.15528173 0.82327304 0.17357689 0.08405780 -0.23442153 0.75079598 0.82327304 0.77915689 0.50358428 0.31269078 0.31188720 0.22441398 0.17357689 0.50358428 0.54116434 0.07408312 0.08196729 -0.24042390 0.08405780 0.31269078 0.07408312 0.46121023 0.50150013 0.07712561 -0.23442153 0.31188720 0.08196729 0.50150013 0.53367819 *** 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) = -0.2769065039 Kirchhoff stress 0.22317E-01 -0.33755E-01 -0.43503E-01 -0.33755E-01 0.19438E-01 -0.66251E-01 -0.43503E-01 -0.66251E-01 -0.13106E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.29532157 0.83160865 0.74224761 0.24189392 -0.23343052 0.08181943 0.83160865 1.15185143 0.83989382 0.17654126 0.09178559 -0.22230059 0.74224761 0.83989382 0.77627092 0.50658436 0.31398490 0.31305575 0.24189392 0.17654126 0.50658436 0.55070268 0.07861890 0.08984948 -0.23343052 0.09178559 0.31398490 0.07861890 0.45263394 0.50450569 0.08181943 -0.22230059 0.31305575 0.08984948 0.50450569 0.55026790 *** 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) = -0.2770499891 Kirchhoff stress 0.22071E-01 -0.33907E-01 -0.40384E-01 -0.33907E-01 0.18624E-01 -0.68690E-01 -0.40384E-01 -0.68690E-01 -0.13051E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.31854498 0.84120433 0.73299139 0.25826598 -0.22739297 0.08606315 0.84120433 1.14797204 0.85617541 0.17966047 0.09940755 -0.20969435 0.73299139 0.85617541 0.77189689 0.50908052 0.31464430 0.31354591 0.25826598 0.17966047 0.50908052 0.56019301 0.08270596 0.09762505 -0.22739297 0.09940755 0.31464430 0.08270596 0.44334665 0.50701022 0.08606315 -0.20969435 0.31354591 0.09762505 0.50701022 0.56650893 *** 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) = -0.2772238987 Kirchhoff stress 0.21730E-01 -0.34072E-01 -0.37202E-01 -0.34072E-01 0.17735E-01 -0.71008E-01 -0.37202E-01 -0.71008E-01 -0.12984E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.33816791 0.85072090 0.72306338 0.27349548 -0.22225940 0.08984054 0.85072090 1.14361869 0.87206760 0.18291369 0.10689517 -0.19663334 0.72306338 0.87206760 0.76603719 0.51106318 0.31470152 0.31331960 0.27349548 0.18291369 0.51106318 0.56958488 0.08632829 0.10526583 -0.22225940 0.10689517 0.31470152 0.08632829 0.43338681 0.50900483 0.08984054 -0.19663334 0.31331960 0.10526583 0.50900483 0.58234992 *** 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) = -0.2774278900 Kirchhoff stress 0.21314E-01 -0.34242E-01 -0.33955E-01 -0.34242E-01 0.16772E-01 -0.73199E-01 -0.33955E-01 -0.73199E-01 -0.12903E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.35436295 0.86010910 0.71250358 0.28755313 -0.21797730 0.09313981 0.86010910 1.13878069 0.88752777 0.18628026 0.11422105 -0.18314497 0.71250358 0.88752777 0.75871768 0.51252890 0.31419684 0.31235286 0.28755313 0.18628026 0.51252890 0.57883018 0.08947434 0.11274473 -0.21797730 0.11422105 0.31419684 0.08947434 0.42279660 0.51048679 0.09313981 -0.18314497 0.31235286 0.11274473 0.51048679 0.59774704 *** 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) = -0.2776616845 Kirchhoff stress 0.20842E-01 -0.34411E-01 -0.30640E-01 -0.34411E-01 0.15736E-01 -0.75258E-01 -0.30640E-01 -0.75258E-01 -0.12810E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.36729875 0.86931636 0.70134470 0.30041282 -0.21449693 0.09594789 0.86931636 1.13343110 0.90250009 0.18973310 0.12135444 -0.16926760 0.70134470 0.90250009 0.74993032 0.51346836 0.31315773 0.31060245 0.30041282 0.18973310 0.51346836 0.58787733 0.09213118 0.12003129 -0.21449693 0.12135444 0.31315773 0.09213118 0.41161061 0.51144757 0.09594789 -0.16926760 0.31060245 0.12003129 0.51144757 0.61264311 *** 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) = -0.2779250239 Kirchhoff stress 0.20280E-01 -0.34562E-01 -0.27257E-01 -0.34562E-01 0.14627E-01 -0.77177E-01 -0.27257E-01 -0.77177E-01 -0.12705E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.42421944 0.87965829 0.68962791 0.30404865 -0.21176688 0.09825711 0.87965829 1.12758005 0.91693796 0.19301183 0.12826863 -0.15503718 0.68962791 0.91693796 0.73969972 0.51388074 0.31162386 0.30804430 0.30404865 0.19301183 0.51388074 0.59803958 0.09429124 0.12709900 -0.21176688 0.12826863 0.31162386 0.09429124 0.39986852 0.51188767 0.09825711 -0.15503718 0.30804430 0.12709900 0.51188767 0.62699003 *** 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) = -0.2782165680 Kirchhoff stress 0.19243E-01 -0.34622E-01 -0.23805E-01 -0.34622E-01 0.13438E-01 -0.78953E-01 -0.23805E-01 -0.78953E-01 -0.12587E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.54196591 0.89140894 0.67741849 0.29615912 -0.20973262 0.10006041 0.89140894 1.12119570 0.93079216 0.19604557 0.13493724 -0.14049488 0.67741849 0.93079216 0.72804201 0.51376128 0.30963442 0.30465113 0.29615912 0.19604557 0.51376128 0.60956504 0.09594718 0.13392164 -0.20973262 0.13493724 0.30963442 0.09594718 0.38761044 0.51180761 0.10006041 -0.14049488 0.30465113 0.13392164 0.51180761 0.64073653 *** 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) = -0.2785336487 Kirchhoff stress 0.17663E-01 -0.34574E-01 -0.20282E-01 -0.34574E-01 0.12170E-01 -0.80578E-01 -0.20282E-01 -0.80578E-01 -0.12457E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.65568712 0.90257574 0.66475559 0.28801643 -0.20834528 0.10135241 0.90257574 1.11418847 0.94400852 0.19913698 0.14133174 -0.12568735 0.66475559 0.94400852 0.71496949 0.51310836 0.30722228 0.30038966 0.28801643 0.19913698 0.51310836 0.62045670 0.09709352 0.14047084 -0.20834528 0.14133174 0.30722228 0.09709352 0.37487173 0.51120720 0.10135241 -0.12568735 0.30038966 0.14047084 0.51120720 0.65382720 *** 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) = -0.2788735771 Kirchhoff stress 0.15559E-01 -0.34418E-01 -0.16690E-01 -0.34418E-01 0.10822E-01 -0.82052E-01 -0.16690E-01 -0.82052E-01 -0.12315E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.76543682 0.91238044 0.65139429 0.27989681 -0.20737793 0.10167456 0.91238044 1.10146034 0.95461549 0.20417658 0.14862008 -0.11377552 0.65139429 0.95461549 0.69977837 0.51266398 0.30488366 0.29405327 0.27989681 0.20417658 0.51266398 0.62993854 0.09727206 0.14791454 -0.20737793 0.14862008 0.30488366 0.09727206 0.36140987 0.51082860 0.10167456 -0.11377552 0.29405327 0.14791454 0.51082860 0.66429020 *** 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) = -0.2792342455 Kirchhoff stress 0.12929E-01 -0.34096E-01 -0.12993E-01 -0.34096E-01 0.92525E-02 -0.83460E-01 -0.12993E-01 -0.83460E-01 -0.12167E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.87099865 0.91833400 0.63645463 0.27275264 -0.20619610 0.09953206 0.91833400 1.06696804 0.95659447 0.21735791 0.16058022 -0.11455779 0.63645463 0.95659447 0.68026109 0.51475743 0.30407309 0.28198427 0.27275264 0.21735791 0.51475743 0.63554709 0.09500079 0.16002599 -0.20619610 0.16058022 0.30407309 0.09500079 0.34635802 0.51299335 0.09953206 -0.11455779 0.28198427 0.16002599 0.51299335 0.66613469 *** 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) = -0.2796147247 Kirchhoff stress 0.97385E-02 -0.33568E-01 -0.92029E-02 -0.33568E-01 0.73867E-02 -0.84835E-01 -0.92029E-02 -0.84835E-01 -0.12019E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.98692297 0.92428710 0.62865331 0.26178673 -0.19515342 0.09401337 0.92428710 1.03106316 0.95826922 0.23066827 0.17311701 -0.11563173 0.62865331 0.95826922 0.66355386 0.51442117 0.30853967 0.26756415 0.26178673 0.23066827 0.51442117 0.64114750 0.08937452 0.17270752 -0.19515342 0.17311701 0.30853967 0.08937452 0.33844057 0.51272983 0.09401337 -0.11563173 0.26756415 0.17270752 0.51272983 0.66769826 *** 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) = -0.2800132521 Kirchhoff stress 0.58452E-02 -0.32790E-01 -0.54362E-02 -0.32790E-01 0.52109E-02 -0.86146E-01 -0.54362E-02 -0.86146E-01 -0.11879E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.10793658 0.92971585 0.62538574 0.24864579 -0.17798583 0.08627130 0.92971585 0.99364099 0.95934627 0.24420905 0.18586547 -0.11695120 0.62538574 0.95934627 0.64841521 0.51247071 0.31649047 0.25133752 0.24864579 0.24420905 0.51247071 0.64621922 0.08154614 0.18559393 -0.17798583 0.18586547 0.31649047 0.08154614 0.33505562 0.51085327 0.08627130 -0.11695120 0.25133752 0.18559393 0.51085327 0.66868772 *** 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) = -0.2804273647 Kirchhoff stress 0.12535E-02 -0.31759E-01 -0.17016E-02 -0.31759E-01 0.27228E-02 -0.87393E-01 -0.17016E-02 -0.87393E-01 -0.11750E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.22480031 0.93390733 0.62167820 0.23587353 -0.16150025 0.07816108 0.93390733 0.95458371 0.95941481 0.25812064 0.19830982 -0.11843990 0.62167820 0.95941481 0.63221485 0.51027283 0.32431183 0.23428302 0.23587353 0.25812064 0.51027283 0.65005245 0.07337086 0.19816919 -0.16150025 0.19830982 0.32431183 0.07337086 0.33123185 0.50873023 0.07816108 -0.11843990 0.23428302 0.19816919 0.50873023 0.66869235 *** 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) = -0.2808547205 Kirchhoff stress -0.40164E-02 -0.30478E-01 0.20039E-02 -0.30478E-01 -0.79079E-04 -0.88580E-01 0.20039E-02 -0.88580E-01 -0.11632E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.33765885 0.93683517 0.61755726 0.22348121 -0.14565091 0.06968763 0.93683517 0.91380961 0.95842394 0.27235418 0.21043378 -0.12016236 0.61755726 0.95842394 0.61497528 0.50784161 0.33203746 0.21638538 0.22348121 0.27235418 0.50784161 0.65262372 0.06485355 0.21041680 -0.14565091 0.21043378 0.33203746 0.06485355 0.32699796 0.50637455 0.06968763 -0.12016236 0.21638538 0.21041680 0.50637455 0.66766116 *** 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) = -0.2812931182 Kirchhoff stress -0.99454E-02 -0.28949E-01 0.56828E-02 -0.28949E-01 -0.31970E-02 -0.89710E-01 0.56828E-02 -0.89710E-01 -0.11525E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.44665875 0.93847759 0.61304992 0.21148537 -0.13039304 0.06085845 0.93847759 0.87123645 0.95632778 0.28686315 0.22222429 -0.12218383 0.61304992 0.95632778 0.59673295 0.50519513 0.33970279 0.19763828 0.21148537 0.28686315 0.50519513 0.65391400 0.05600154 0.22232346 -0.13039304 0.22222429 0.33970279 0.05600154 0.32238293 0.50380405 0.06085845 -0.12218383 0.19763828 0.22232346 0.50380405 0.66554810 *** 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) = -0.2817404962 Kirchhoff stress -0.16516E-01 -0.27176E-01 0.93378E-02 -0.27176E-01 -0.66337E-02 -0.90787E-01 0.93378E-02 -0.90787E-01 -0.11431E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.55193840 0.93881582 0.60818190 0.19990611 -0.11568285 0.05168338 0.93881582 0.82677926 0.95308322 0.30160012 0.23367080 -0.12456929 0.60818190 0.95308322 0.57752482 0.50235376 0.34734412 0.17803976 0.19990611 0.30160012 0.50235376 0.65390714 0.04682444 0.23387841 -0.11568285 0.23367080 0.34734412 0.04682444 0.31741425 0.50103888 0.05168338 -0.12456929 0.17803976 0.23387841 0.50103888 0.66230977 *** 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) = -0.2821949337 Kirchhoff stress -0.23711E-01 -0.25160E-01 0.12971E-01 -0.25160E-01 -0.10393E-01 -0.91819E-01 0.12971E-01 -0.91819E-01 -0.11350E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.65363320 0.93783283 0.60297683 0.18876563 -0.10147749 0.04217183 0.93783283 0.78032769 0.94863977 0.31651447 0.24476266 -0.12739323 0.60297683 0.94863977 0.55737638 0.49933607 0.35499362 0.15757648 0.18876563 0.31651447 0.49933607 0.65258853 0.03733135 0.24507075 -0.10147749 0.24476266 0.35499362 0.03733135 0.31211717 0.49809738 0.04217183 -0.12739323 0.15757648 0.24507075 0.49809738 0.65789527 *** 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) = -0.2826546402 Kirchhoff stress -0.31498E-01 -0.22911E-01 0.16575E-01 -0.22911E-01 -0.14466E-01 -0.92801E-01 0.16575E-01 -0.92801E-01 -0.11280E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.70118289 0.93587308 0.60373372 0.18388865 -0.08996483 0.03456538 0.93587308 0.74613928 0.94923592 0.33317910 0.25326771 -0.12849636 0.60373372 0.94923592 0.58612967 0.48989270 0.34500833 0.15393572 0.18388865 0.33317910 0.48989270 0.65030493 0.02976344 0.25366816 -0.08996483 0.25326771 0.34500833 0.02976344 0.31279216 0.48872994 0.03456538 -0.12849636 0.15393572 0.25366816 0.48872994 0.65854258 *** 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) = -0.2831195850 Kirchhoff stress -0.38323E-01 -0.20640E-01 0.19998E-01 -0.20640E-01 -0.18618E-01 -0.93589E-01 0.19998E-01 -0.93589E-01 -0.11181E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.28953516 0.92866747 0.61971636 0.23342797 -0.08452156 0.03229632 0.92866747 0.74603280 0.96406527 0.35410702 0.25575968 -0.12453450 0.61971636 0.96406527 0.73098439 0.46480527 0.29249225 0.19203984 0.23342797 0.35410702 0.46480527 0.64278933 0.02755250 0.25624417 -0.08452156 0.25575968 0.29249225 0.02755250 0.32870431 0.46371793 0.03229632 -0.12453450 0.19203984 0.25624417 0.46371793 0.67344468 *** 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) = -0.2835958998 Kirchhoff stress -0.43169E-01 -0.18472E-01 0.23177E-01 -0.18472E-01 -0.22751E-01 -0.94125E-01 0.23177E-01 -0.94125E-01 -0.11036E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.88200282 0.92130889 0.63656590 0.27836948 -0.08009846 0.03036590 0.92130889 0.74546056 0.97871237 0.37417718 0.25725266 -0.12059810 0.63656590 0.97871237 0.87446267 0.43847867 0.23861551 0.23075500 0.27836948 0.37417718 0.43847867 0.63513657 0.02569921 0.25781273 -0.08009846 0.25725266 0.23861551 0.02569921 0.34549589 0.43746600 0.03036590 -0.12059810 0.23075500 0.25781273 0.43746600 0.68818535 *** 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) = -0.2840907739 Kirchhoff stress -0.46067E-01 -0.16386E-01 0.26100E-01 -0.16386E-01 -0.26860E-01 -0.94403E-01 0.26100E-01 -0.94403E-01 -0.10847E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.47874305 0.91376783 0.65431638 0.31876093 -0.07667603 0.02881043 0.91376783 0.74431217 0.99315071 0.39332553 0.25772588 -0.11674218 0.65431638 0.99315071 1.01654663 0.41092752 0.18343981 0.27005739 0.31876093 0.39332553 0.41092752 0.62731890 0.02423918 0.25835291 -0.07667603 0.25772588 0.18343981 0.02423918 0.36320193 0.40998852 0.02881043 -0.11674218 0.27005739 0.25835291 0.40998852 0.70273719 *** 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) = -0.2846111247 Kirchhoff stress -0.47048E-01 -0.14366E-01 0.28753E-01 -0.14366E-01 -0.30942E-01 -0.94419E-01 0.28753E-01 -0.94419E-01 -0.10611E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07991894 0.90601931 0.67299581 0.35465395 -0.07424133 0.02766872 0.90601931 0.74246056 1.00735430 0.41149132 0.25716250 -0.11302468 0.67299581 1.00735430 1.15722457 0.38217034 0.12702358 0.30992484 0.35465395 0.41149132 0.38217034 0.61931286 0.02321045 0.25784780 -0.07424133 0.25716250 0.12702358 0.02321045 0.38185129 0.38130376 0.02766872 -0.11302468 0.30992484 0.25784780 0.38130376 0.71707320 *** 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) = -0.2851635998 Kirchhoff stress -0.46144E-01 -0.12395E-01 0.31122E-01 -0.12395E-01 -0.34991E-01 -0.94169E-01 0.31122E-01 -0.94169E-01 -0.10329E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.68567455 0.89804153 0.69263079 0.38610198 -0.07278081 0.02697910 0.89804153 0.73977579 1.02129968 0.42861421 0.25554816 -0.10950277 0.69263079 1.02129968 1.29647327 0.35222826 0.06942813 0.35033769 0.38610198 0.42861421 0.35222826 0.61109802 0.02265047 0.25628298 -0.07278081 0.25554816 0.06942813 0.02265047 0.40147127 0.35143259 0.02697910 -0.10950277 0.35033769 0.25628298 0.35143259 0.73116876 *** 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) = -0.2857545808 Kirchhoff stress -0.43389E-01 -0.10459E-01 0.33194E-01 -0.10459E-01 -0.39005E-01 -0.93649E-01 0.33194E-01 -0.93649E-01 -0.10001E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.29616257 0.88981784 0.71324723 0.41316013 -0.07228297 0.02678147 0.88981784 0.73611924 1.03496335 0.44463687 0.25287099 -0.10623646 0.71324723 1.03496335 1.43428961 0.32112209 0.01070987 0.39127620 0.41316013 0.44463687 0.32112209 0.60265887 0.02259816 0.25364653 -0.07228297 0.25287099 0.01070987 0.02259816 0.42208833 0.32039556 0.02678147 -0.10623646 0.39127620 0.25364653 0.32039556 0.74499906 *** 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) = -0.2863900002 Kirchhoff stress -0.39056E-01 -0.85172E-02 0.34957E-01 -0.85172E-02 -0.42983E-01 -0.92857E-01 0.34957E-01 -0.92857E-01 -0.96269E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.11892287 0.88337112 0.73486751 0.41533153 -0.07273794 0.02711515 0.88337112 0.73136329 1.04832300 0.45930139 0.24912189 -0.10328627 0.73486751 1.04832300 1.57065390 0.28887557 -0.04907361 0.43272214 0.41533153 0.45930139 0.28887557 0.59601922 0.02309179 0.24992940 -0.07273794 0.24912189 -0.04907361 0.02309179 0.44372530 0.28821617 0.02711515 -0.10328627 0.43272214 0.24992940 0.28821617 0.75854035 *** 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) = -0.2870705813 Kirchhoff stress -0.34799E-01 -0.64073E-02 0.36395E-01 -0.64073E-02 -0.46937E-01 -0.91791E-01 0.36395E-01 -0.91791E-01 -0.92060E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.17625942 0.87840035 0.75751291 0.39310458 -0.07413713 0.02802102 0.87840035 0.72536051 1.06136175 0.47261002 0.24429623 -0.10070971 0.75751291 1.06136175 1.70556667 0.25551462 -0.10986457 0.47466294 0.39310458 0.47261002 0.25551462 0.59087876 0.02417106 0.24512699 -0.07413713 0.24429623 -0.10986457 0.02417106 0.46640374 0.25492007 0.02802102 -0.10070971 0.47466294 0.24512699 0.25492007 0.77177411 *** 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) = -0.2877915599 Kirchhoff stress -0.30912E-01 -0.41158E-02 0.37496E-01 -0.41158E-02 -0.50864E-01 -0.90450E-01 0.37496E-01 -0.90450E-01 -0.87385E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.23217468 0.87243727 0.78120167 0.37085999 -0.07647403 0.02953859 0.87243727 0.71791445 1.07405665 0.48475683 0.23838994 -0.09857142 0.78120167 1.07405665 1.83900980 0.22106470 -0.17160918 0.51707811 0.37085999 0.48475683 0.22106470 0.58476968 0.02587421 0.23923535 -0.07647403 0.23838994 -0.17160918 0.02587421 0.49014208 0.22053248 0.02953859 -0.09857142 0.51707811 0.23923535 0.22053248 0.78467563 *** 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) = -0.2885478771 Kirchhoff stress -0.27380E-01 -0.16624E-02 0.38247E-01 -0.16624E-02 -0.54759E-01 -0.88834E-01 0.38247E-01 -0.88834E-01 -0.82244E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.28676829 0.86553093 0.80594961 0.34862785 -0.07974576 0.03170930 0.86553093 0.70887130 1.08639657 0.49568505 0.23140444 -0.09692755 0.80594961 1.08639657 1.97098862 0.18555496 -0.23425429 0.55996156 0.34862785 0.49568505 0.18555496 0.57774114 0.02824135 0.23225607 -0.07974576 0.23140444 -0.23425429 0.02824135 0.51495607 0.18508232 0.03170930 -0.09692755 0.55996156 0.23225607 0.18508232 0.79723168 *** 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) = -0.2893344851 Kirchhoff stress -0.24197E-01 0.94058E-03 0.38652E-01 0.94058E-03 -0.58626E-01 -0.86963E-01 0.38652E-01 -0.86963E-01 -0.76685E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.33828220 0.85587446 0.82071680 0.32829452 -0.07941317 0.03003915 0.85587446 0.69620707 1.08730875 0.50719886 0.22787552 -0.10037285 0.82071680 1.08730875 2.03572192 0.16007001 -0.27077886 0.57633237 0.32829452 0.50719886 0.16007001 0.56798638 0.02677704 0.22872514 -0.07941317 0.22787552 -0.27077886 0.02677704 0.52980587 0.15965396 0.03003915 -0.10037285 0.57633237 0.22872514 0.15965396 0.79836753 *** 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) = -0.2901467168 Kirchhoff stress -0.21352E-01 0.35687E-02 0.38825E-01 0.35687E-02 -0.62117E-01 -0.84830E-01 0.38825E-01 -0.84830E-01 -0.71142E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.39145835 0.87364185 0.82460636 0.29728955 -0.07890719 0.03757194 0.87364185 0.83364954 1.11283779 0.45050414 0.19369836 -0.02831781 0.82460636 1.11283779 1.99097512 0.13401390 -0.26838649 0.56733046 0.29728955 0.45050414 0.13401390 0.58567917 0.03452354 0.19453801 -0.07890719 0.19369836 -0.26838649 0.03452354 0.53379448 0.13365124 0.03757194 -0.02831781 0.56733046 0.19453801 0.13365124 0.82412551 *** 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) = -0.2909735866 Kirchhoff stress -0.18608E-01 0.56717E-02 0.38529E-01 0.56717E-02 -0.64036E-01 -0.81855E-01 0.38529E-01 -0.81855E-01 -0.65432E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.44625631 0.90453971 0.83228887 0.26011829 -0.08202896 0.05262673 0.90453971 1.03360301 1.15484966 0.36228993 0.14310991 0.07664641 0.83228887 1.15484966 1.95105087 0.09974378 -0.26992268 0.56703160 0.26011829 0.36228993 0.09974378 0.61652560 0.04979832 0.14393196 -0.08202896 0.14310991 -0.26992268 0.04979832 0.54159223 0.09943111 0.05262673 0.07664641 0.56703160 0.14393196 0.09943111 0.86636913 *** 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) = -0.2917996884 Kirchhoff stress -0.15925E-01 0.71754E-02 0.37740E-01 0.71754E-02 -0.64287E-01 -0.78013E-01 0.37740E-01 -0.78013E-01 -0.59554E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.50024652 0.93627654 0.84003133 0.22237129 -0.08570468 0.06842983 0.93627654 1.23498161 1.19494643 0.26995337 0.09122559 0.18097361 0.84003133 1.19494643 1.91045746 0.06558815 -0.27082002 0.56537113 0.22237129 0.26995337 0.06558815 0.64823337 0.06582600 0.09202277 -0.08570468 0.09122559 -0.27082002 0.06582600 0.54946577 0.06532191 0.06842983 0.18097361 0.56537113 0.09202277 0.06532191 0.90669776 *** 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) = -0.2926096081 Kirchhoff stress -0.13277E-01 0.80361E-02 0.36453E-01 0.80361E-02 -0.62846E-01 -0.73319E-01 0.36453E-01 -0.73319E-01 -0.53527E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.55350409 0.96892230 0.84783132 0.18406904 -0.08992121 0.08499775 0.96892230 1.43757633 1.23311069 0.17346538 0.03809064 0.28457016 0.84783132 1.23311069 1.86924143 0.03159256 -0.27106496 0.56238226 0.18406904 0.17346538 0.03159256 0.68087138 0.08262134 0.03885614 -0.08992121 0.03809064 -0.27106496 0.08262134 0.55741223 0.03136902 0.08499775 0.28457016 0.56238226 0.03885614 0.03136902 0.94509115 *** 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) = -0.2933879976 Kirchhoff stress -0.10637E-01 0.82106E-02 0.34662E-01 0.82106E-02 -0.59692E-01 -0.67789E-01 0.34662E-01 -0.67789E-01 -0.47373E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.60609730 1.00254953 0.85568541 0.14523001 -0.09466665 0.10234612 1.00254953 1.64117749 1.26933523 0.07280222 -0.01624713 0.38735124 0.85568541 1.26933523 1.82746128 -0.00219670 -0.27064267 0.55810548 0.14523001 0.07280222 -0.00219670 0.71451080 0.10019814 -0.01551962 -0.09466665 -0.01624713 -0.27064267 0.10019814 0.56542763 -0.00238138 0.10234612 0.38735124 0.55810548 -0.01551962 -0.00238138 0.98153899 *** 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) = -0.2941195961 Kirchhoff stress -0.79785E-02 0.76553E-02 0.32363E-01 0.76553E-02 -0.54803E-01 -0.61441E-01 0.32363E-01 -0.61441E-01 -0.41110E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.65809067 1.03723173 0.86358861 0.10587127 -0.09993132 0.12048908 1.03723173 1.84557390 1.30360965 -0.03205200 -0.07173802 0.48922755 0.86358861 1.30360965 1.78516381 -0.03573509 -0.26954318 0.55257700 0.10587127 -0.03205200 -0.03573509 0.74922354 0.11856865 -0.07105427 -0.09993132 -0.07173802 -0.26954318 0.11856865 0.57350634 -0.03588483 0.12048908 0.48922755 0.55257700 -0.07105427 -0.03588483 1.01602762 *** 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) = -0.2947896912 Kirchhoff stress -0.53410E-02 0.64705E-02 0.29627E-01 0.64705E-02 -0.48470E-01 -0.54452E-01 0.29627E-01 -0.54452E-01 -0.34843E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.70262239 1.04182924 0.86279545 0.08070873 -0.09792931 0.12292350 1.04182924 1.90977405 1.29651975 -0.07481624 -0.09325540 0.51563199 0.86279545 1.29651975 1.73136152 -0.05042012 -0.25793800 0.52498420 0.08070873 -0.07481624 -0.05042012 0.75386799 0.12122782 -0.09262053 -0.09792931 -0.09325540 -0.25793800 0.12122782 0.57290217 -0.05053888 0.12292350 0.51563199 0.52498420 -0.09262053 -0.05053888 1.00913936 *** 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) = -0.2953916087 Kirchhoff stress -0.30347E-02 0.53224E-02 0.26823E-01 0.53224E-02 -0.42168E-01 -0.47625E-01 0.26823E-01 -0.47625E-01 -0.29003E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.74048600 1.02079938 0.85478779 0.06794073 -0.08973101 0.11222755 1.02079938 1.85802563 1.25608589 -0.06591169 -0.08678193 0.48054165 0.85478779 1.25608589 1.66867501 -0.04967847 -0.23780064 0.47991884 0.06794073 -0.06591169 -0.04967847 0.73289927 0.11075181 -0.08620039 -0.08973101 -0.08678193 -0.23780064 0.11075181 0.56509620 -0.04977022 0.11222755 0.48054165 0.47991884 -0.08620039 -0.04977022 0.96889086 *** 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) = -0.2959257852 Kirchhoff stress -0.10997E-02 0.42965E-02 0.24009E-01 0.42965E-02 -0.36125E-01 -0.41089E-01 0.24009E-01 -0.41089E-01 -0.23658E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.77706652 0.99864820 0.84648123 0.05615947 -0.08141522 0.10142026 0.99864820 1.80172696 1.21389311 -0.05756311 -0.08006282 0.44326335 0.84648123 1.21389311 1.60607305 -0.04826009 -0.21699366 0.43421232 0.05615947 -0.05756311 -0.04826009 0.71082091 0.10015764 -0.07953829 -0.08141522 -0.08006282 -0.21699366 0.10015764 0.55700312 -0.04832875 0.10142026 0.44326335 0.43421232 -0.07953829 -0.04832875 0.92686325 *** 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) = -0.2963932407 Kirchhoff stress 0.46614E-03 0.33880E-02 0.21194E-01 0.33880E-02 -0.30374E-01 -0.34871E-01 0.21194E-01 -0.34871E-01 -0.18821E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81238998 0.97542555 0.83787134 0.04540257 -0.07297189 0.09051000 0.97542555 1.74064282 1.16995075 -0.04973927 -0.07304886 0.40373532 0.83787134 1.16995075 1.54359113 -0.04613219 -0.19551663 0.38790160 0.04540257 -0.04973927 -0.04613219 0.68767995 0.08945158 -0.07258423 -0.07297189 -0.07304886 -0.19551663 0.08945158 0.54861753 -0.04618158 0.09051000 0.40373532 0.38790160 -0.07258423 -0.04618158 0.88306171 *** 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) = -0.2967953740 Kirchhoff stress 0.16653E-02 0.25925E-02 0.18389E-01 0.25925E-02 -0.24955E-01 -0.28999E-01 0.18389E-01 -0.28999E-01 -0.14507E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84647363 0.95118247 0.82895182 0.03570576 -0.06439336 0.07950371 0.95118247 1.67454253 1.12426779 -0.04240225 -0.06568985 0.36189603 0.82895182 1.12426779 1.48125578 -0.04326332 -0.17337201 0.34102077 0.03570576 -0.04240225 -0.04326332 0.66352430 0.07863851 -0.06528712 -0.06439336 -0.06568985 -0.17337201 0.07863851 0.53993207 -0.04329711 0.07950371 0.36189603 0.34102077 -0.06528712 -0.04329711 0.83749086 *** 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) = -0.2971339827 Kirchhoff stress 0.25001E-02 0.19066E-02 0.15604E-01 0.19066E-02 -0.19906E-01 -0.23500E-01 0.15604E-01 -0.23500E-01 -0.10729E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87933694 0.92596939 0.81971601 0.02710053 -0.05567248 0.06840686 0.92596939 1.60318578 1.07685725 -0.03550871 -0.05793383 0.31768856 0.81971601 1.07685725 1.41909957 -0.03962289 -0.15056270 0.29360544 0.02710053 -0.03550871 -0.03962289 0.63840098 0.06772175 -0.05759407 -0.05567248 -0.05793383 -0.15056270 0.06772175 0.53093898 -0.03964452 0.06840686 0.31768856 0.29360544 -0.05759407 -0.03964452 0.79015913 *** 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) = -0.2974112821 Kirchhoff stress 0.29730E-02 0.13276E-02 0.12850E-01 0.13276E-02 -0.15271E-01 -0.18404E-01 0.12850E-01 -0.18404E-01 -0.74984E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91099476 0.89983770 0.81015594 0.01961749 -0.04680358 0.05722297 0.89983770 1.52633521 1.02773424 -0.02900654 -0.04972739 0.27105786 0.81015594 1.02773424 1.35715020 -0.03518121 -0.12709349 0.24569115 0.01961749 -0.02900654 -0.03518121 0.61235763 0.05670269 -0.04945066 -0.04680358 -0.04972739 -0.12709349 0.05670269 0.52162907 -0.03519385 0.05722297 0.27105786 0.24569115 -0.04945066 -0.03519385 0.74107678 *** 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) = -0.2976299255 Kirchhoff stress 0.30866E-02 0.85335E-03 0.10141E-01 0.85335E-03 -0.11096E-01 -0.13739E-01 0.10141E-01 -0.13739E-01 -0.48291E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94145496 0.87283800 0.80026262 0.01328373 -0.03778203 0.04595392 0.87283800 1.44375684 0.97691764 -0.02283779 -0.04101593 0.22195375 0.80026262 0.97691764 1.29543942 -0.02990964 -0.10297017 0.19731454 0.01328373 -0.02283779 -0.02990964 0.58544081 0.04558107 -0.04080124 -0.03778203 -0.04101593 -0.10297017 0.04558107 0.51199205 -0.02991610 0.04595392 0.22195375 0.19731454 -0.04080124 -0.02991610 0.69025763 *** 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) = -0.2977930229 Kirchhoff stress 0.28435E-02 0.48297E-03 0.74875E-02 0.48297E-03 -0.74285E-02 -0.95364E-02 0.74875E-02 -0.95364E-02 -0.27330E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97072389 0.84502097 0.79002655 0.00812416 -0.02860400 0.03459986 0.84502097 1.35521372 0.92442683 -0.01693771 -0.03174410 0.17032760 0.79002655 0.92442683 1.23397883 -0.02378109 -0.07820051 0.14851068 0.00812416 -0.01693771 -0.02378109 0.55769683 0.03435489 -0.03158932 -0.02860400 -0.03174410 -0.07820051 0.03435489 0.50201708 -0.02378373 0.03459986 0.17032760 0.14851068 -0.03158932 -0.02378373 0.63771574 *** 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) = -0.2979041607 Kirchhoff stress 0.22462E-02 0.21641E-03 0.49036E-02 0.21641E-03 -0.43203E-02 -0.58251E-02 0.49036E-02 -0.58251E-02 -0.12219E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99881413 0.81643614 0.77943679 0.00416069 -0.01926699 0.02315898 0.81643614 1.26047129 0.87028559 -0.01123478 -0.02185552 0.11613590 0.77943679 0.87028559 1.17277782 -0.01676944 -0.05279355 0.09931628 0.00416069 -0.01123478 -0.01676944 0.52917055 0.02302019 -0.02175733 -0.01926699 -0.02185552 -0.05279355 0.02302019 0.49169176 -0.01677015 0.02315898 0.11613590 0.09931628 -0.02175733 -0.01677015 0.58346934 *** 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) = -0.2979674206 Kirchhoff stress 0.12975E-02 0.54741E-04 0.24031E-02 0.54741E-04 -0.18252E-02 -0.26359E-02 0.24031E-02 -0.26359E-02 -0.30718E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02574380 0.78715533 0.76848263 0.00143665 -0.00976825 0.01162756 0.78715533 1.15931593 0.81451822 -0.00562831 -0.01129330 0.05933705 0.76848263 0.81451822 1.11200684 -0.00885016 -0.02675774 0.04976494 0.00143665 -0.00562831 -0.00885016 0.49992880 0.01157114 -0.01124714 -0.00976825 -0.01129330 -0.02675774 0.01157114 0.48100386 -0.00885021 0.01162756 0.05933705 0.04976494 -0.01124714 -0.00885021 0.52753692 *** 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) = -0.2979873982 Kirchhoff stress -0.78100E-06 0.31394E-22 -0.80356E-18 -0.17930E-22 -0.78100E-06 0.35860E-22 -0.80357E-18 0.52940E-22 -0.78100E-06 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05166188 0.75725884 0.75725884 0.00000000 0.00000000 0.00000000 0.75725884 1.05166188 0.75725884 -0.00000000 0.00000000 -0.00000000 0.75725884 0.75725884 1.05166188 -0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 0.47004644 -0.00000000 -0.00000000 0.00000000 0.00000000 -0.00000000 -0.00000000 0.47004644 -0.00000000 0.00000000 -0.00000000 0.00000000 0.00000000 -0.00000000 0.47004644 * CB-KIM calculation successfully completed