---------------------------------------------------------------------------- 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_HighCutoff_Cu__MO_151002396060_001 Maximum cut-off distance: 10.1544000000 **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: 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: In mod_qclib/build_on_the_fly: Number of neighbors ( 403) exceeds maxlats. Increasing maxlats to 800. *** 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: Excessively many neighbors found backing up due to highly compressed element Relaxed lattice vectors 0.00000000000000000000 1.80367632791326060193 1.80367632791326060193 1.80367632791326060193 0.00000000000000000000 1.80367632791326060193 1.80367632791326037989 1.80367632791326037989 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) = -0.3012143794 Kirchhoff stress -0.13996E-13 0.91520E-19 -0.48410E-17 0.91231E-19 -0.14010E-13 -0.45500E-17 -0.14264E-16 -0.38825E-17 -0.13961E-13 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08568831 0.76542542 0.76542542 0.00000000 0.00000000 0.00000000 0.76542542 1.08568831 0.76542542 0.00000000 -0.00000000 -0.00000000 0.76542542 0.76542542 1.08568831 -0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.76542542 0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 0.00000000 0.76542542 -0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 0.76542542 *** 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) = -0.3011872522 Kirchhoff stress -0.15443E-02 -0.29274E-04 -0.39072E-02 -0.29274E-04 0.16369E-02 0.37225E-02 -0.39072E-02 0.37225E-02 -0.18243E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07432135 0.76510195 0.78585003 -0.00620702 0.01363602 0.00678553 0.76510195 1.09673926 0.74497754 0.00588786 -0.00624632 -0.01420454 0.78585003 0.74497754 1.08668933 0.00053400 0.02049008 -0.01944979 -0.00620702 0.00588786 0.00053400 0.76510195 0.00678553 -0.00624632 0.01363602 -0.00624632 0.02049008 0.00678553 0.78585003 0.00053400 0.00678553 -0.01420454 -0.01944979 -0.00624632 0.00053400 0.74497754 *** 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) = -0.3011061430 Kirchhoff stress -0.30308E-02 -0.11748E-03 -0.80246E-02 -0.11748E-03 0.33419E-02 0.72266E-02 -0.80246E-02 0.72266E-02 -0.78871E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06296635 0.76413364 0.80647157 -0.01269398 0.02694053 0.01409327 0.76413364 1.10757909 0.72472461 0.01142123 -0.01193502 -0.02877755 0.80647157 0.72472461 1.09013394 0.00213741 0.04224423 -0.03764171 -0.01269398 0.01142123 0.00213741 0.76413364 0.01409327 -0.01193502 0.02694053 -0.01193502 0.04224423 0.01409327 0.80647157 0.00213741 0.01409327 -0.02877755 -0.03764171 -0.01193502 0.00213741 0.72472461 *** 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) = -0.3009711340 Kirchhoff stress -0.44363E-02 -0.26465E-03 -0.12318E-01 -0.26465E-03 0.51103E-02 0.10500E-01 -0.12318E-01 0.10500E-01 -0.17978E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05152203 0.76252685 0.82707849 -0.01942231 0.03972153 0.02190337 0.76252685 1.11816541 0.70473438 0.01656466 -0.01705055 -0.04366669 0.82707849 0.70473438 1.09587067 0.00480609 0.06504892 -0.05451423 -0.01942231 0.01656466 0.00480609 0.76252685 0.02190337 -0.01705055 0.03972153 -0.01705055 0.06504892 0.02190337 0.82707849 0.00480609 0.02190337 -0.04366669 -0.05451423 -0.01705055 0.00480609 0.70473438 *** 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) = -0.3007826734 Kirchhoff stress -0.57572E-02 -0.47081E-03 -0.16774E-01 -0.47081E-03 0.69373E-02 0.13530E-01 -0.16774E-01 0.13530E-01 -0.32064E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04002686 0.76029205 0.84759936 -0.02635310 0.05192870 0.03019449 0.76029205 1.12845513 0.68507339 0.02128448 -0.02157867 -0.05881948 0.84759936 0.68507339 1.10388192 0.00853310 0.08882797 -0.07000968 -0.02635310 0.02128448 0.00853310 0.76029205 0.03019449 -0.02157867 0.05192870 -0.02157867 0.08882797 0.03019449 0.84759936 0.00853310 0.03019449 -0.05881948 -0.07000968 -0.02157867 0.00853310 0.68507339 *** 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) = -0.3005414819 Kirchhoff stress -0.69914E-02 -0.72873E-03 -0.21372E-01 -0.72873E-03 0.87851E-02 0.16294E-01 -0.21372E-01 0.16294E-01 -0.50146E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02851918 0.75746386 0.86796516 -0.03345193 0.06351090 0.03895147 0.75746386 1.13880703 0.66586764 0.02545927 -0.02554134 -0.07402718 0.86796516 0.66586764 1.11415217 0.01329516 0.11349656 -0.08405081 -0.03345193 0.02545927 0.01329516 0.75746386 0.03895147 -0.02554134 0.06351090 -0.02554134 0.11349656 0.03895147 0.86796516 0.01329516 0.03895147 -0.07402718 -0.08405081 -0.02554134 0.01329516 0.66586764 *** 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) = -0.3002486164 Kirchhoff stress -0.81385E-02 -0.10443E-02 -0.26101E-01 -0.10443E-02 0.10650E-01 0.18789E-01 -0.26101E-01 0.18789E-01 -0.72119E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01704531 0.75409836 0.88810109 -0.04069882 0.07441828 0.04815078 0.75409836 1.14916281 0.64713037 0.02913529 -0.02886530 -0.08932511 0.88810109 0.64713037 1.12663993 0.01910987 0.13898471 -0.09661126 -0.04069882 0.02913529 0.01910987 0.75409836 0.04815078 -0.02886530 0.07441828 -0.02886530 0.13898471 0.04815078 0.88810109 0.01910987 0.04815078 -0.08932511 -0.09661126 -0.02886530 0.01910987 0.64713037 *** 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) = -0.2999051729 Kirchhoff stress -0.91566E-02 -0.14375E-02 -0.30925E-01 -0.14375E-02 0.12593E-01 0.21026E-01 -0.30925E-01 0.21026E-01 -0.97728E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00530073 0.75012325 0.90780138 -0.04800792 0.08441172 0.05773598 0.75012325 1.15867380 0.62884944 0.03255576 -0.03153098 -0.10489573 0.90780138 0.62884944 1.14124527 0.02593961 0.16511482 -0.10767553 -0.04800792 0.03255576 0.02593961 0.75012325 0.05773598 -0.03153098 0.08441172 -0.03153098 0.16511482 0.05773598 0.90780138 0.02593961 0.05773598 -0.10489573 -0.10767553 -0.03153098 0.02593961 0.62884944 *** 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) = -0.2995119196 Kirchhoff stress -0.10101E-01 -0.18790E-02 -0.35860E-01 -0.18790E-02 0.14608E-01 0.22987E-01 -0.35860E-01 0.22987E-01 -0.12716E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99394476 0.74555008 0.92724339 -0.05536953 0.09382905 0.06769990 0.74555008 1.16725335 0.61113483 0.03528672 -0.03359413 -0.12060786 0.92724339 0.61113483 1.15803121 0.03377180 0.19195602 -0.11717217 -0.05536953 0.03528672 0.03377180 0.74555008 0.06769990 -0.03359413 0.09382905 -0.03359413 0.19195602 0.06769990 0.92724339 0.03377180 0.06769990 -0.12060786 -0.11717217 -0.03359413 0.03377180 0.61113483 *** 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) = -0.2990702737 Kirchhoff stress -0.10931E-01 -0.24013E-02 -0.40847E-01 -0.24013E-02 0.16622E-01 0.24640E-01 -0.40847E-01 0.24640E-01 -0.16042E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98258835 0.74044108 0.94617997 -0.06263556 0.10232710 0.07809062 0.74044108 1.17574830 0.59410988 0.03765551 -0.03512095 -0.13633129 0.94617997 0.59410988 1.17721290 0.04260766 0.21918411 -0.12485574 -0.06263556 0.03765551 0.04260766 0.74044108 0.07809062 -0.03512095 0.10232710 -0.03512095 0.21918411 0.07809062 0.94617997 0.04260766 0.07809062 -0.13633129 -0.12485574 -0.03512095 0.04260766 0.59410988 *** 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) = -0.2985818191 Kirchhoff stress -0.11658E-01 -0.29704E-02 -0.45903E-01 -0.29704E-02 0.18701E-01 0.26000E-01 -0.45903E-01 0.26000E-01 -0.19676E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97146921 0.73482136 0.96457027 -0.06995267 0.11003149 0.08877826 0.73482136 1.18321135 0.57765821 0.03929258 -0.03595155 -0.15193845 0.96457027 0.57765821 1.19792485 0.05245513 0.24691062 -0.13100968 -0.06995267 0.03929258 0.05245513 0.73482136 0.08877826 -0.03595155 0.11003149 -0.03595155 0.24691062 0.08877826 0.96457027 0.05245513 0.08877826 -0.15193845 -0.13100968 -0.03595155 0.05245513 0.57765821 *** 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) = -0.2980482063 Kirchhoff stress -0.12289E-01 -0.35933E-02 -0.51010E-01 -0.35933E-02 0.20754E-01 0.27086E-01 -0.51010E-01 0.27086E-01 -0.23672E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96057278 0.72879562 0.98243904 -0.07725148 0.11689865 0.09969594 0.72879562 1.19053839 0.56209670 0.04037373 -0.03610449 -0.16765795 0.98243904 0.56209670 1.22074388 0.06316918 0.27508657 -0.13562549 -0.07725148 0.04037373 0.06316918 0.72879562 0.09969594 -0.03610449 0.11689865 -0.03610449 0.27508657 0.09969594 0.98243904 0.06316918 0.09969594 -0.16765795 -0.13562549 -0.03610449 0.06316918 0.56209670 *** 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) = -0.2974711357 Kirchhoff stress -0.12808E-01 -0.42534E-02 -0.56127E-01 -0.42534E-02 0.22818E-01 0.27862E-01 -0.56127E-01 0.27862E-01 -0.27955E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94988055 0.72241422 0.99954622 -0.08450224 0.12279999 0.11084354 0.72241422 1.19720144 0.54729347 0.04062661 -0.03554533 -0.18313899 0.99954622 0.54729347 1.24505177 0.07474672 0.30332646 -0.13857004 -0.08450224 0.04062661 0.07474672 0.72241422 0.11084354 -0.03554533 0.12279999 -0.03554533 0.30332646 0.11084354 0.99954622 0.07474672 0.11084354 -0.18313899 -0.13857004 -0.03554533 0.07474672 0.54729347 *** 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) = -0.2968527280 Kirchhoff stress -0.13166E-01 -0.49873E-02 -0.61227E-01 -0.49873E-02 0.24920E-01 0.28302E-01 -0.61227E-01 0.28302E-01 -0.32589E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93876222 0.71556848 1.01596094 -0.09161186 0.12764073 0.12229515 0.71556848 1.20277085 0.53333870 0.04046046 -0.03439412 -0.19832160 1.01596094 0.53333870 1.27174050 0.08722566 0.33159471 -0.13961998 -0.09161186 0.04046046 0.08722566 0.71556848 0.12229515 -0.03439412 0.12764073 -0.03439412 0.33159471 0.12229515 1.01596094 0.08722566 0.12229515 -0.19832160 -0.13961998 -0.03439412 0.08722566 0.53333870 *** 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) = -0.2961954047 Kirchhoff stress -0.13459E-01 -0.57704E-02 -0.66347E-01 -0.57704E-02 0.26973E-01 0.28442E-01 -0.66347E-01 0.28442E-01 -0.37538E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92856681 0.70842638 1.03161835 -0.09858758 0.13163991 0.13384556 0.70842638 1.20807119 0.52045631 0.03960156 -0.03250774 -0.21338156 1.03161835 0.52045631 1.30027411 0.10052392 0.36024776 -0.13894463 -0.09858758 0.03960156 0.10052392 0.70842638 0.13384556 -0.03250774 0.13163991 -0.03250774 0.36024776 0.13384556 1.03161835 0.10052392 0.13384556 -0.21338156 -0.13894463 -0.03250774 0.10052392 0.52045631 *** 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) = -0.2955012173 Kirchhoff stress -0.13604E-01 -0.66325E-02 -0.71424E-01 -0.66325E-02 0.29066E-01 0.28271E-01 -0.71424E-01 0.28271E-01 -0.42724E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91834013 0.70085498 1.04639789 -0.10520145 0.13462501 0.14553454 0.70085498 1.21214309 0.50837452 0.03830157 -0.03000878 -0.22802797 1.04639789 0.50837452 1.33003210 0.11460472 0.38879808 -0.13671397 -0.10520145 0.03830157 0.11460472 0.70085498 0.14553454 -0.03000878 0.13462501 -0.03000878 0.38879808 0.14553454 1.04639789 0.11460472 0.14553454 -0.22802797 -0.13671397 -0.03000878 0.11460472 0.50837452 *** 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) = -0.2947725371 Kirchhoff stress -0.13662E-01 -0.75312E-02 -0.76446E-01 -0.75312E-02 0.31127E-01 0.27785E-01 -0.76446E-01 0.27785E-01 -0.48167E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90876648 0.69314490 1.06024147 -0.11182116 0.13657582 0.15731365 0.69314490 1.21548048 0.49730048 0.03634577 -0.02685397 -0.24232833 1.06024147 0.49730048 1.36130491 0.12942866 0.41718080 -0.13275894 -0.11182116 0.03634577 0.12942866 0.69314490 0.15731365 -0.02685397 0.13657582 -0.02685397 0.41718080 0.15731365 1.06024147 0.12942866 0.15731365 -0.24232833 -0.13275894 -0.02685397 0.12942866 0.49730048 *** 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) = -0.2940123440 Kirchhoff stress -0.13521E-01 -0.85088E-02 -0.81355E-01 -0.85088E-02 0.33181E-01 0.26964E-01 -0.81355E-01 0.26964E-01 -0.53821E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.89866769 0.68512408 1.07290787 -0.11804660 0.13715270 0.16926137 0.68512408 1.21788536 0.48718606 0.03391547 -0.02314169 -0.25612825 1.07290787 0.48718606 1.39388386 0.14504725 0.44516090 -0.12699579 -0.11804660 0.03391547 0.14504725 0.68512408 0.16926137 -0.02314169 0.13715270 -0.02314169 0.44516090 0.16926137 1.07290787 0.14504725 0.16926137 -0.25612825 -0.12699579 -0.02314169 0.14504725 0.48718606 *** 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) = -0.2932234923 Kirchhoff stress -0.13337E-01 -0.94990E-02 -0.86198E-01 -0.94990E-02 0.35115E-01 0.25828E-01 -0.86198E-01 0.25828E-01 -0.59727E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.88978190 0.67707244 1.08469546 -0.12424514 0.13695669 0.18111152 0.67707244 1.22034875 0.47837225 0.03068769 -0.01875362 -0.26934310 1.08469546 0.47837225 1.42789561 0.16118059 0.47285196 -0.11953551 -0.12424514 0.03068769 0.16118059 0.67707244 0.18111152 -0.01875362 0.13695669 -0.01875362 0.47285196 0.18111152 1.08469546 0.16118059 0.18111152 -0.26934310 -0.11953551 -0.01875362 0.16118059 0.47837225 *** 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) = -0.2924085545 Kirchhoff stress -0.12993E-01 -0.10539E-01 -0.90928E-01 -0.10539E-01 0.37044E-01 0.24391E-01 -0.90928E-01 0.24391E-01 -0.65824E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.88083880 0.66881562 1.09533910 -0.13035342 0.13560131 0.19286772 0.66881562 1.22145870 0.47067899 0.02704693 -0.01366297 -0.28215045 1.09533910 0.47067899 1.46307779 0.17794508 0.50007462 -0.11038226 -0.13035342 0.02704693 0.17794508 0.66881562 0.19286772 -0.01366297 0.13560131 -0.01366297 0.50007462 0.19286772 1.09533910 0.17794508 0.19286772 -0.28215045 -0.11038226 -0.01366297 0.17794508 0.47067899 *** 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) = -0.2915706624 Kirchhoff stress -0.12527E-01 -0.11628E-01 -0.95516E-01 -0.11628E-01 0.38946E-01 0.22667E-01 -0.95516E-01 0.22667E-01 -0.72076E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87234197 0.66051608 1.10476624 -0.13613508 0.13308063 0.20453208 0.66051608 1.22139343 0.46402306 0.02287701 -0.00795148 -0.29462644 1.10476624 0.46402306 1.49924571 0.19523237 0.52666795 -0.09964069 -0.13613508 0.02287701 0.19523237 0.66051608 0.20453208 -0.00795148 0.13308063 -0.00795148 0.52666795 0.20453208 1.10476624 0.19523237 0.20453208 -0.29462644 -0.09964069 -0.00795148 0.19523237 0.46402306 *** 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) = -0.2907130619 Kirchhoff stress -0.11947E-01 -0.12775E-01 -0.99946E-01 -0.12775E-01 0.40737E-01 0.20617E-01 -0.99946E-01 0.20617E-01 -0.78496E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86445795 0.65212643 1.11301037 -0.14145754 0.12950876 0.21616502 0.65212643 1.22110584 0.45867196 0.01825034 -0.00170716 -0.30639439 1.11301037 0.45867196 1.53647486 0.21297750 0.55249116 -0.08710493 -0.14145754 0.01825034 0.21297750 0.65212643 0.21616502 -0.00170716 0.12950876 -0.00170716 0.55249116 0.21616502 1.11301037 0.21297750 0.21616502 -0.30639439 -0.08710493 -0.00170716 0.21297750 0.45867196 *** 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) = -0.2898389228 Kirchhoff stress -0.11268E-01 -0.13951E-01 -0.10423E+00 -0.13951E-01 0.42507E-01 0.18297E-01 -0.10423E+00 0.18297E-01 -0.85024E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85731036 0.64379663 1.12001515 -0.14664485 0.12497891 0.22752272 0.64379663 1.21925155 0.45443505 0.01311162 0.00522433 -0.31767733 1.12001515 0.45443505 1.57433339 0.23116471 0.57758007 -0.07311263 -0.14664485 0.01311162 0.23116471 0.64379663 0.22752272 0.00522433 0.12497891 0.00522433 0.57758007 0.22752272 1.12001515 0.23116471 0.22752272 -0.31767733 -0.07311263 0.00522433 0.23116471 0.45443505 *** 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) = -0.2889513662 Kirchhoff stress -0.10471E-01 -0.15153E-01 -0.10832E+00 -0.15153E-01 0.44161E-01 0.15691E-01 -0.10832E+00 0.15691E-01 -0.91651E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85068133 0.63554451 1.12571854 -0.15156608 0.11938206 0.23864022 0.63554451 1.21701199 0.45145076 0.00740232 0.01273958 -0.32829771 1.12571854 0.45145076 1.61282934 0.24969758 0.60174486 -0.05755029 -0.15156608 0.00740232 0.24969758 0.63554451 0.23864022 0.01273958 0.11938206 0.01273958 0.60174486 0.23864022 1.12571854 0.24969758 0.23864022 -0.32829771 -0.05755029 0.01273958 0.24969758 0.45145076 *** 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) = -0.2880536645 Kirchhoff stress -0.95515E-02 -0.16395E-01 -0.11220E+00 -0.16395E-01 0.45764E-01 0.12806E-01 -0.11220E+00 0.12806E-01 -0.98351E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84459243 0.62733517 1.13008563 -0.15619632 0.11273389 0.24946773 0.62733517 1.21337034 0.44974023 0.00142761 0.02081899 -0.33821476 1.13008563 0.44974023 1.65181650 0.26850724 0.62488200 -0.04046553 -0.15619632 0.00142761 0.26850724 0.62733517 0.24946773 0.02081899 0.11273389 0.02081899 0.62488200 0.24946773 1.13008563 0.26850724 0.24946773 -0.33821476 -0.04046553 0.02081899 0.26850724 0.44974023 *** 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) = -0.2871497385 Kirchhoff stress -0.84023E-02 -0.17658E-01 -0.11589E+00 -0.17658E-01 0.47259E-01 0.96227E-02 -0.11589E+00 0.96227E-02 -0.10507E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83771979 0.61917921 1.13285211 -0.16064966 0.10540650 0.26000460 0.61917921 1.20899036 0.44943547 -0.00492870 0.02944088 -0.34723912 1.13285211 0.44943547 1.69085774 0.28755447 0.64680473 -0.02167239 -0.16064966 -0.00492870 0.28755447 0.61917921 0.26000460 0.02944088 0.10540650 0.02944088 0.64680473 0.26000460 1.13285211 0.28755447 0.26000460 -0.34723912 -0.02167239 0.02944088 0.28755447 0.44943547 *** 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) = -0.2862429580 Kirchhoff stress -0.72254E-02 -0.18945E-01 -0.11930E+00 -0.18945E-01 0.48625E-01 0.62195E-02 -0.11930E+00 0.62195E-02 -0.11182E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83260399 0.61123352 1.13430828 -0.16471611 0.09658736 0.27010331 0.61123352 1.20415490 0.45032879 -0.01165485 0.03858831 -0.35573827 1.13430828 0.45032879 1.73018933 0.30669650 0.66743028 -0.00172314 -0.16471611 -0.01165485 0.30669650 0.61123352 0.27010331 0.03858831 0.09658736 0.03858831 0.66743028 0.27010331 1.13430828 0.30669650 0.27010331 -0.35573827 -0.00172314 0.03858831 0.30669650 0.45032879 *** 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) = -0.2853369708 Kirchhoff stress -0.59539E-02 -0.20251E-01 -0.12247E+00 -0.20251E-01 0.49920E-01 0.25632E-02 -0.12247E+00 0.25632E-02 -0.11858E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82824844 0.60346160 1.13449705 -0.16849156 0.08693695 0.27976522 0.60346160 1.19790576 0.45251555 -0.01861835 0.04821605 -0.36331696 1.13449705 0.45251555 1.76969143 0.32589594 0.68687569 0.01957008 -0.16849156 -0.01861835 0.32589594 0.60346160 0.27976522 0.04821605 0.08693695 0.04821605 0.68687569 0.27976522 1.13449705 0.32589594 0.27976522 -0.36331696 0.01957008 0.04821605 0.32589594 0.45251555 *** 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) = -0.2844351175 Kirchhoff stress -0.45171E-02 -0.21596E-01 -0.12537E+00 -0.21596E-01 0.51117E-01 -0.13349E-02 -0.12537E+00 -0.13349E-02 -0.12530E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82389915 0.59574564 1.13323294 -0.17172206 0.07628998 0.28900333 0.59574564 1.19071828 0.45598516 -0.02570593 0.05824177 -0.36998325 1.13323294 0.45598516 1.80905558 0.34510645 0.70489285 0.04214789 -0.17172206 -0.02570593 0.34510645 0.59574564 0.28900333 0.05824177 0.07628998 0.05824177 0.70489285 0.28900333 1.13323294 0.34510645 0.28900333 -0.36998325 0.04214789 0.05824177 0.34510645 0.45598516 *** 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) = -0.2835413231 Kirchhoff stress -0.29928E-02 -0.22928E-01 -0.12799E+00 -0.22928E-01 0.52171E-01 -0.54451E-02 -0.12799E+00 -0.54451E-02 -0.13196E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82040178 0.58838861 1.13051148 -0.17481016 0.06464503 0.29768665 0.58838861 1.18284857 0.46079809 -0.03311564 0.06874540 -0.37582420 1.13051148 0.46079809 1.84813051 0.36419810 0.72140673 0.06590090 -0.17481016 -0.03311564 0.36419810 0.58838861 0.29768665 0.06874540 0.06464503 0.06874540 0.72140673 0.29768665 1.13051148 0.36419810 0.29768665 -0.37582420 0.06590090 0.06874540 0.36419810 0.46079809 *** 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) = -0.2826592575 Kirchhoff stress -0.14067E-02 -0.24236E-01 -0.13032E+00 -0.24236E-01 0.53066E-01 -0.97665E-02 -0.13032E+00 -0.97665E-02 -0.13854E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81801016 0.58138780 1.12643994 -0.17773779 0.05228557 0.30579487 0.58138780 1.17446770 0.46696947 -0.04083527 0.07958538 -0.38064450 1.12643994 0.46696947 1.88677343 0.38306849 0.73635666 0.09077012 -0.17773779 -0.04083527 0.38306849 0.58138780 0.30579487 0.07958538 0.05228557 0.07958538 0.73635666 0.30579487 1.12643994 0.38306849 0.30579487 -0.38064450 0.09077012 0.07958538 0.38306849 0.46696947 *** 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) = -0.2817924756 Kirchhoff stress 0.28418E-03 -0.25558E-01 -0.13235E+00 -0.25558E-01 0.53820E-01 -0.14275E-01 -0.13235E+00 -0.14275E-01 -0.14501E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81630037 0.57458845 1.12093744 -0.18032209 0.03915190 0.31325149 0.57458845 1.16550618 0.47444646 -0.04846689 0.09086512 -0.38448289 1.12093744 0.47444646 1.92480437 0.40171398 0.74967354 0.11664874 -0.18032209 -0.04846689 0.40171398 0.57458845 0.31325149 0.09086512 0.03915190 0.09086512 0.74967354 0.31325149 1.12093744 0.40171398 0.31325149 -0.38448289 0.11664874 0.09086512 0.40171398 0.47444646 *** 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) = -0.2809446331 Kirchhoff stress 0.20940E-02 -0.26870E-01 -0.13406E+00 -0.26870E-01 0.54431E-01 -0.18946E-01 -0.13406E+00 -0.18946E-01 -0.15132E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81500244 0.56812044 1.11390436 -0.18261633 0.02507745 0.32004289 0.56812044 1.15586951 0.48315377 -0.05609867 0.10245667 -0.38743869 1.11390436 0.48315377 1.96200235 0.42000391 0.76118932 0.14341162 -0.18261633 -0.05609867 0.42000391 0.56812044 0.32004289 0.10245667 0.02507745 0.10245667 0.76118932 0.32004289 1.11390436 0.42000391 0.32004289 -0.38743869 0.14341162 0.10245667 0.42000391 0.48315377 *** 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) = -0.2801190663 Kirchhoff stress 0.39641E-02 -0.28152E-01 -0.13546E+00 -0.28152E-01 0.54933E-01 -0.23762E-01 -0.13546E+00 -0.23762E-01 -0.15747E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81474706 0.56191246 1.10561012 -0.18461697 0.01051162 0.32613825 0.56191246 1.14512968 0.49310088 -0.06392215 0.11428619 -0.38949542 1.10561012 0.49310088 1.99831638 0.43786987 0.77100342 0.17098265 -0.18461697 -0.06392215 0.43786987 0.56191246 0.32613825 0.11428619 0.01051162 0.11428619 0.77100342 0.32613825 1.10561012 0.43786987 0.32613825 -0.38949542 0.17098265 0.11428619 0.43786987 0.49310088 *** 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) = -0.2793191530 Kirchhoff stress 0.59124E-02 -0.29406E-01 -0.13653E+00 -0.29406E-01 0.55285E-01 -0.28710E-01 -0.13653E+00 -0.28710E-01 -0.16344E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81525231 0.55602941 1.09596503 -0.18632068 -0.00466901 0.33150353 0.55602941 1.13379968 0.50427575 -0.07174091 0.12633686 -0.39054631 1.09596503 0.50427575 2.03354225 0.45523098 0.77898825 0.19925291 -0.18632068 -0.07174091 0.45523098 0.55602941 0.33150353 0.12633686 -0.00466901 0.12633686 0.77898825 0.33150353 1.09596503 0.45523098 0.33150353 -0.39054631 0.19925291 0.12633686 0.45523098 0.50427575 *** 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) = -0.2785482912 Kirchhoff stress 0.79315E-02 -0.30627E-01 -0.13726E+00 -0.30627E-01 0.55485E-01 -0.33772E-01 -0.13726E+00 -0.33772E-01 -0.16918E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81653124 0.55048240 1.08500488 -0.18772592 -0.02039647 0.33610770 0.55048240 1.12193259 0.51664404 -0.07951552 0.13856035 -0.39057650 1.08500488 0.51664404 2.06752605 0.47200785 0.78509893 0.22810946 -0.18772592 -0.07951552 0.47200785 0.55048240 0.33610770 0.13856035 -0.02039647 0.13856035 0.78509893 0.33610770 1.08500488 0.47200785 0.33610770 -0.39057650 0.22810946 0.13856035 0.47200785 0.51664404 *** 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) = -0.2778097779 Kirchhoff stress 0.10013E-01 -0.31808E-01 -0.13766E+00 -0.31808E-01 0.55529E-01 -0.38926E-01 -0.13766E+00 -0.38926E-01 -0.17468E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81859419 0.54528041 1.07277228 -0.18883067 -0.03659960 0.33992331 0.54528041 1.10958489 0.53016560 -0.08720815 0.15090635 -0.38957484 1.07277228 0.53016560 2.10011781 0.48812262 0.78929887 0.25743519 -0.18883067 -0.08720815 0.48812262 0.54528041 0.33992331 0.15090635 -0.03659960 0.15090635 0.78929887 0.33992331 1.07277228 0.48812262 0.33992331 -0.38957484 0.25743519 0.15090635 0.48812262 0.53016560 *** 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) = -0.2771068661 Kirchhoff stress 0.12158E-01 -0.32940E-01 -0.13771E+00 -0.32940E-01 0.55419E-01 -0.44149E-01 -0.13771E+00 -0.44149E-01 -0.17988E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82142385 0.54042959 1.05921955 -0.18963697 -0.05325335 0.34291750 0.54042959 1.09681603 0.54479098 -0.09478302 0.16332095 -0.38753448 1.05921955 0.54479098 2.13079040 0.50348103 0.79136763 0.28707263 -0.18963697 -0.09478302 0.50348103 0.54042959 0.34291750 0.16332095 -0.05325335 0.16332095 0.79136763 0.34291750 1.05921955 0.50348103 0.34291750 -0.38753448 0.28707263 0.16332095 0.50348103 0.54479098 *** 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) = -0.2764426659 Kirchhoff stress 0.14341E-01 -0.34016E-01 -0.13741E+00 -0.34016E-01 0.55125E-01 -0.49452E-01 -0.13741E+00 -0.49452E-01 -0.18480E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82507371 0.53595238 1.04457511 -0.19013443 -0.07019094 0.34510707 0.53595238 1.08408466 0.56046002 -0.10228877 0.17569897 -0.38425693 1.04457511 0.56046002 2.15977743 0.51807359 0.79156575 0.31716295 -0.19013443 -0.10228877 0.51807359 0.53595238 0.34510707 0.17569897 -0.07019094 0.17569897 0.79156575 0.34510707 1.04457511 0.51807359 0.34510707 -0.38425693 0.31716295 0.17569897 0.51807359 0.56046002 *** 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) = -0.2758202705 Kirchhoff stress 0.16547E-01 -0.35027E-01 -0.13677E+00 -0.35027E-01 0.54689E-01 -0.54797E-01 -0.13677E+00 -0.54797E-01 -0.18945E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82959316 0.53192976 1.02883040 -0.19041039 -0.08740067 0.34648466 0.53192976 1.07077303 0.57711711 -0.10964119 0.18801492 -0.37993277 1.02883040 0.57711711 2.18752703 0.53182111 0.78986384 0.34748673 -0.19041039 -0.10964119 0.53182111 0.53192976 0.34648466 0.18801492 -0.08740067 0.18801492 0.78986384 0.34648466 1.02883040 0.53182111 0.34648466 -0.37993277 0.34748673 0.18801492 0.53182111 0.57711711 *** 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) = -0.2752422117 Kirchhoff stress 0.18827E-01 -0.35977E-01 -0.13582E+00 -0.35977E-01 0.54116E-01 -0.60109E-01 -0.13582E+00 -0.60109E-01 -0.19375E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83439457 0.52814677 1.01199843 -0.19034545 -0.10457750 0.34697626 0.52814677 1.05708736 0.59472315 -0.11666070 0.20032058 -0.37478388 1.01199843 0.59472315 2.21309909 0.54454583 0.78624571 0.37745217 -0.19034545 -0.11666070 0.54454583 0.52814677 0.34697626 0.20032058 -0.10457750 0.20032058 0.78624571 0.34697626 1.01199843 0.54454583 0.34697626 -0.37478388 0.37745217 0.20032058 0.54454583 0.59472315 *** 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) = -0.2747111110 Kirchhoff stress 0.21080E-01 -0.36850E-01 -0.13450E+00 -0.36850E-01 0.53380E-01 -0.65417E-01 -0.13450E+00 -0.65417E-01 -0.19772E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84044065 0.52477362 0.99433669 -0.18993361 -0.12205448 0.34663096 0.52477362 1.04327763 0.61326985 -0.12347588 0.21242128 -0.36855978 0.99433669 0.61326985 2.23677045 0.55619723 0.78054373 0.40735553 -0.18993361 -0.12347588 0.55619723 0.52477362 0.34663096 0.21242128 -0.12205448 0.21242128 0.78054373 0.34663096 0.99433669 0.55619723 0.34663096 -0.36855978 0.40735553 0.21242128 0.55619723 0.61326985 *** 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) = -0.2742291643 Kirchhoff stress 0.23334E-01 -0.37651E-01 -0.13285E+00 -0.37651E-01 0.52444E-01 -0.70695E-01 -0.13285E+00 -0.70695E-01 -0.20135E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84726896 0.52185210 0.97578256 -0.18919759 -0.13953457 0.34542367 0.52185210 1.02993455 0.63270507 -0.12994314 0.22424651 -0.36133232 0.97578256 0.63270507 2.25854493 0.56676067 0.77286988 0.43708628 -0.18919759 -0.12994314 0.56676067 0.52185210 0.34542367 0.22424651 -0.13953457 0.22424651 0.77286988 0.34542367 0.97578256 0.56676067 0.34542367 -0.36133232 0.43708628 0.22424651 0.56676067 0.63270507 *** 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) = -0.2737987823 Kirchhoff stress 0.25599E-01 -0.38375E-01 -0.13089E+00 -0.38375E-01 0.51426E-01 -0.75890E-01 -0.13089E+00 -0.75890E-01 -0.20455E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85480975 0.51916577 0.95635729 -0.18809424 -0.15689017 0.34329894 0.51916577 1.01595257 0.65268113 -0.13617994 0.23593276 -0.35316338 0.95635729 0.65268113 2.27761635 0.57629823 0.76342853 0.46616230 -0.18809424 -0.13617994 0.57629823 0.51916577 0.34329894 0.23593276 -0.15689017 0.23593276 0.76342853 0.34329894 0.95635729 0.57629823 0.34329894 -0.35316338 0.46616230 0.23593276 0.57629823 0.65268113 *** 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) = -0.2734216179 Kirchhoff stress 0.27885E-01 -0.39002E-01 -0.12860E+00 -0.39002E-01 0.50242E-01 -0.81018E-01 -0.12860E+00 -0.81018E-01 -0.20736E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86262613 0.51679210 0.93620168 -0.18681092 -0.17418063 0.34029232 0.51679210 1.00231179 0.67341010 -0.14211730 0.24729790 -0.34384209 0.93620168 0.67341010 2.29438409 0.58466529 0.75211371 0.49476399 -0.18681092 -0.14211730 0.58466529 0.51679210 0.34029232 0.24729790 -0.17418063 0.24729790 0.75211371 0.34029232 0.93620168 0.58466529 0.34029232 -0.34384209 0.49476399 0.24729790 0.58466529 0.67341010 *** 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) = -0.2730997500 Kirchhoff stress 0.30180E-01 -0.39556E-01 -0.12600E+00 -0.39556E-01 0.48956E-01 -0.86025E-01 -0.12600E+00 -0.86025E-01 -0.20975E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87073669 0.51474399 0.91535817 -0.18493169 -0.19140654 0.33648172 0.51474399 0.98845380 0.69455514 -0.14771245 0.25826567 -0.33378168 0.91535817 0.69455514 2.30866044 0.59181354 0.73894211 0.52260546 -0.18493169 -0.14771245 0.59181354 0.51474399 0.33648172 0.25826567 -0.19140654 0.25826567 0.73894211 0.33648172 0.91535817 0.59181354 0.33648172 -0.33378168 0.52260546 0.25826567 0.59181354 0.69455514 *** 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) = -0.2728343837 Kirchhoff stress 0.32373E-01 -0.40006E-01 -0.12311E+00 -0.40006E-01 0.47543E-01 -0.90921E-01 -0.12311E+00 -0.90921E-01 -0.21169E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.88034928 0.51313444 0.89405868 -0.18281566 -0.20808720 0.33184042 0.51313444 0.97475996 0.71606566 -0.15300956 0.26882903 -0.32277777 0.89405868 0.71606566 2.32007489 0.59769667 0.72405993 0.54983736 -0.18281566 -0.15300956 0.59769667 0.51313444 0.33184042 0.26882903 -0.20808720 0.26882903 0.72405993 0.33184042 0.89405868 0.59769667 0.33184042 -0.32277777 0.54983736 0.26882903 0.59769667 0.71606566 *** 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) = -0.2726268488 Kirchhoff stress 0.34579E-01 -0.40364E-01 -0.11992E+00 -0.40364E-01 0.46003E-01 -0.95662E-01 -0.11992E+00 -0.95662E-01 -0.21322E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.88988538 0.51186125 0.87219970 -0.18034788 -0.22450247 0.32644990 0.51186125 0.96132806 0.73801145 -0.15795291 0.27887790 -0.31095325 0.87219970 0.73801145 2.32914340 0.60237475 0.70729224 0.57602140 -0.18034788 -0.15795291 0.60237475 0.51186125 0.32644990 0.27887790 -0.22450247 0.27887790 0.70729224 0.32644990 0.87219970 0.60237475 0.32644990 -0.31095325 0.57602140 0.27887790 0.60237475 0.73801145 *** 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) = -0.2724777766 Kirchhoff stress 0.36670E-01 -0.40618E-01 -0.11648E+00 -0.40618E-01 0.44345E-01 -0.10023E+00 -0.11648E+00 -0.10023E+00 -0.21433E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90072192 0.51096940 0.85013169 -0.17753187 -0.24035027 0.32023624 0.51096940 0.94820311 0.76025060 -0.16255699 0.28841599 -0.29832422 0.85013169 0.76025060 2.33576474 0.60569365 0.68902794 0.60110239 -0.17753187 -0.16255699 0.60569365 0.51096940 0.32023624 0.28841599 -0.24035027 0.28841599 0.68902794 0.32023624 0.85013169 0.60569365 0.32023624 -0.29832422 0.60110239 0.28841599 0.60569365 0.76025060 *** 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) = -0.2723877966 Kirchhoff stress 0.38692E-01 -0.40771E-01 -0.11277E+00 -0.40771E-01 0.42580E-01 -0.10461E+00 -0.11277E+00 -0.10461E+00 -0.21499E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91212880 0.51043503 0.82783163 -0.17435918 -0.25567288 0.31328038 0.51043503 0.93544040 0.78266013 -0.16680744 0.29737288 -0.28493030 0.82783163 0.78266013 2.33975656 0.60769146 0.66921215 0.62502757 -0.17435918 -0.16680744 0.60769146 0.51043503 0.31328038 0.29737288 -0.25567288 0.29737288 0.66921215 0.31328038 0.82783163 0.60769146 0.31328038 -0.28493030 0.62502757 0.29737288 0.60769146 0.78266013 *** 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) = -0.2723577537 Kirchhoff stress 0.40703E-01 -0.40835E-01 -0.10880E+00 -0.40835E-01 0.40703E-01 -0.10880E+00 -0.10880E+00 -0.10880E+00 -0.21522E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92323406 0.51022442 0.80526828 -0.17069098 -0.27067835 0.30568353 0.51022442 0.92323406 0.80526828 -0.17069098 0.30568353 -0.27067835 0.80526828 0.80526828 2.34118958 0.60839745 0.64785481 0.64785481 -0.17069098 -0.17069098 0.60839745 0.51022442 0.30568353 0.30568353 -0.27067835 0.30568353 0.64785481 0.30568353 0.80526828 0.60839745 0.30568353 -0.27067835 0.64785481 0.30568353 0.60839745 0.80526828 *** 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) = -0.2723877966 Kirchhoff stress 0.42580E-01 -0.40771E-01 -0.10461E+00 -0.40771E-01 0.38692E-01 -0.11277E+00 -0.10461E+00 -0.11277E+00 -0.21499E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93544040 0.51043503 0.78266013 -0.16680744 -0.28493030 0.29737288 0.51043503 0.91212880 0.82783163 -0.17435918 0.31328038 -0.25567288 0.78266013 0.82783163 2.33975656 0.60769146 0.62502757 0.66921215 -0.16680744 -0.17435918 0.60769146 0.51043503 0.29737288 0.31328038 -0.28493030 0.31328038 0.62502757 0.29737288 0.78266013 0.60769146 0.29737288 -0.25567288 0.66921215 0.31328038 0.60769146 0.82783163 *** 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) = -0.2724777766 Kirchhoff stress 0.44345E-01 -0.40618E-01 -0.10023E+00 -0.40618E-01 0.36670E-01 -0.11648E+00 -0.10023E+00 -0.11648E+00 -0.21433E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94820311 0.51096940 0.76025060 -0.16255699 -0.29832422 0.28841599 0.51096940 0.90072192 0.85013169 -0.17753187 0.32023624 -0.24035027 0.76025060 0.85013169 2.33576474 0.60569365 0.60110239 0.68902794 -0.16255699 -0.17753187 0.60569365 0.51096940 0.28841599 0.32023624 -0.29832422 0.32023624 0.60110239 0.28841599 0.76025060 0.60569365 0.28841599 -0.24035027 0.68902794 0.32023624 0.60569365 0.85013169 *** 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) = -0.2726268488 Kirchhoff stress 0.46003E-01 -0.40364E-01 -0.95662E-01 -0.40364E-01 0.34579E-01 -0.11992E+00 -0.95662E-01 -0.11992E+00 -0.21322E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96132806 0.51186125 0.73801145 -0.15795291 -0.31095325 0.27887790 0.51186125 0.88988538 0.87219970 -0.18034788 0.32644990 -0.22450247 0.73801145 0.87219970 2.32914340 0.60237475 0.57602140 0.70729224 -0.15795291 -0.18034788 0.60237475 0.51186125 0.27887790 0.32644990 -0.31095325 0.32644990 0.57602140 0.27887790 0.73801145 0.60237475 0.27887790 -0.22450247 0.70729224 0.32644990 0.60237475 0.87219970 *** 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) = -0.2728343837 Kirchhoff stress 0.47543E-01 -0.40006E-01 -0.90921E-01 -0.40006E-01 0.32373E-01 -0.12311E+00 -0.90921E-01 -0.12311E+00 -0.21169E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97475996 0.51313444 0.71606566 -0.15300956 -0.32277777 0.26882903 0.51313444 0.88034928 0.89405868 -0.18281566 0.33184042 -0.20808720 0.71606566 0.89405868 2.32007489 0.59769667 0.54983736 0.72405993 -0.15300956 -0.18281566 0.59769667 0.51313444 0.26882903 0.33184042 -0.32277777 0.33184042 0.54983736 0.26882903 0.71606566 0.59769667 0.26882903 -0.20808720 0.72405993 0.33184042 0.59769667 0.89405868 *** 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) = -0.2730997500 Kirchhoff stress 0.48956E-01 -0.39556E-01 -0.86025E-01 -0.39556E-01 0.30180E-01 -0.12600E+00 -0.86025E-01 -0.12600E+00 -0.20975E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98845380 0.51474399 0.69455514 -0.14771245 -0.33378168 0.25826567 0.51474399 0.87073669 0.91535817 -0.18493169 0.33648172 -0.19140654 0.69455514 0.91535817 2.30866044 0.59181354 0.52260546 0.73894211 -0.14771245 -0.18493169 0.59181354 0.51474399 0.25826567 0.33648172 -0.33378168 0.33648172 0.52260546 0.25826567 0.69455514 0.59181354 0.25826567 -0.19140654 0.73894211 0.33648172 0.59181354 0.91535817 *** 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) = -0.2734216179 Kirchhoff stress 0.50242E-01 -0.39002E-01 -0.81018E-01 -0.39002E-01 0.27885E-01 -0.12860E+00 -0.81018E-01 -0.12860E+00 -0.20736E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00231179 0.51679210 0.67341010 -0.14211730 -0.34384209 0.24729790 0.51679210 0.86262613 0.93620168 -0.18681092 0.34029232 -0.17418063 0.67341010 0.93620168 2.29438409 0.58466529 0.49476399 0.75211371 -0.14211730 -0.18681092 0.58466529 0.51679210 0.24729790 0.34029232 -0.34384209 0.34029232 0.49476399 0.24729790 0.67341010 0.58466529 0.24729790 -0.17418063 0.75211371 0.34029232 0.58466529 0.93620168 *** 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) = -0.2737987823 Kirchhoff stress 0.51426E-01 -0.38375E-01 -0.75890E-01 -0.38375E-01 0.25599E-01 -0.13089E+00 -0.75890E-01 -0.13089E+00 -0.20455E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01595257 0.51916577 0.65268113 -0.13617994 -0.35316338 0.23593276 0.51916577 0.85480975 0.95635729 -0.18809424 0.34329894 -0.15689017 0.65268113 0.95635729 2.27761635 0.57629823 0.46616230 0.76342853 -0.13617994 -0.18809424 0.57629823 0.51916577 0.23593276 0.34329894 -0.35316338 0.34329894 0.46616230 0.23593276 0.65268113 0.57629823 0.23593276 -0.15689017 0.76342853 0.34329894 0.57629823 0.95635729 *** 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) = -0.2742291643 Kirchhoff stress 0.52444E-01 -0.37651E-01 -0.70695E-01 -0.37651E-01 0.23334E-01 -0.13285E+00 -0.70695E-01 -0.13285E+00 -0.20135E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02993455 0.52185210 0.63270507 -0.12994314 -0.36133232 0.22424651 0.52185210 0.84726896 0.97578256 -0.18919759 0.34542367 -0.13953457 0.63270507 0.97578256 2.25854493 0.56676067 0.43708628 0.77286988 -0.12994314 -0.18919759 0.56676067 0.52185210 0.22424651 0.34542367 -0.36133232 0.34542367 0.43708628 0.22424651 0.63270507 0.56676067 0.22424651 -0.13953457 0.77286988 0.34542367 0.56676067 0.97578256 *** 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) = -0.2747111110 Kirchhoff stress 0.53380E-01 -0.36850E-01 -0.65417E-01 -0.36850E-01 0.21080E-01 -0.13450E+00 -0.65417E-01 -0.13450E+00 -0.19772E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04327763 0.52477362 0.61326985 -0.12347588 -0.36855978 0.21242128 0.52477362 0.84044065 0.99433669 -0.18993361 0.34663096 -0.12205448 0.61326985 0.99433669 2.23677045 0.55619723 0.40735553 0.78054373 -0.12347588 -0.18993361 0.55619723 0.52477362 0.21242128 0.34663096 -0.36855978 0.34663096 0.40735553 0.21242128 0.61326985 0.55619723 0.21242128 -0.12205448 0.78054373 0.34663096 0.55619723 0.99433669 *** 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) = -0.2752422117 Kirchhoff stress 0.54116E-01 -0.35977E-01 -0.60109E-01 -0.35977E-01 0.18827E-01 -0.13582E+00 -0.60109E-01 -0.13582E+00 -0.19375E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05708736 0.52814677 0.59472315 -0.11666070 -0.37478388 0.20032058 0.52814677 0.83439457 1.01199843 -0.19034545 0.34697626 -0.10457750 0.59472315 1.01199843 2.21309909 0.54454583 0.37745217 0.78624571 -0.11666070 -0.19034545 0.54454583 0.52814677 0.20032058 0.34697626 -0.37478388 0.34697626 0.37745217 0.20032058 0.59472315 0.54454583 0.20032058 -0.10457750 0.78624571 0.34697626 0.54454583 1.01199843 *** 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) = -0.2758202705 Kirchhoff stress 0.54689E-01 -0.35027E-01 -0.54797E-01 -0.35027E-01 0.16547E-01 -0.13677E+00 -0.54797E-01 -0.13677E+00 -0.18945E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07077303 0.53192976 0.57711711 -0.10964119 -0.37993277 0.18801492 0.53192976 0.82959316 1.02883040 -0.19041039 0.34648466 -0.08740067 0.57711711 1.02883040 2.18752703 0.53182111 0.34748673 0.78986384 -0.10964119 -0.19041039 0.53182111 0.53192976 0.18801492 0.34648466 -0.37993277 0.34648466 0.34748673 0.18801492 0.57711711 0.53182111 0.18801492 -0.08740067 0.78986384 0.34648466 0.53182111 1.02883040 *** 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) = -0.2764426659 Kirchhoff stress 0.55125E-01 -0.34016E-01 -0.49452E-01 -0.34016E-01 0.14341E-01 -0.13741E+00 -0.49452E-01 -0.13741E+00 -0.18480E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08408466 0.53595238 0.56046002 -0.10228877 -0.38425693 0.17569897 0.53595238 0.82507371 1.04457511 -0.19013443 0.34510707 -0.07019094 0.56046002 1.04457511 2.15977743 0.51807359 0.31716295 0.79156575 -0.10228877 -0.19013443 0.51807359 0.53595238 0.17569897 0.34510707 -0.38425693 0.34510707 0.31716295 0.17569897 0.56046002 0.51807359 0.17569897 -0.07019094 0.79156575 0.34510707 0.51807359 1.04457511 *** 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) = -0.2771068661 Kirchhoff stress 0.55419E-01 -0.32940E-01 -0.44149E-01 -0.32940E-01 0.12158E-01 -0.13771E+00 -0.44149E-01 -0.13771E+00 -0.17988E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09681603 0.54042959 0.54479098 -0.09478302 -0.38753448 0.16332095 0.54042959 0.82142385 1.05921955 -0.18963697 0.34291750 -0.05325335 0.54479098 1.05921955 2.13079040 0.50348103 0.28707263 0.79136763 -0.09478302 -0.18963697 0.50348103 0.54042959 0.16332095 0.34291750 -0.38753448 0.34291750 0.28707263 0.16332095 0.54479098 0.50348103 0.16332095 -0.05325335 0.79136763 0.34291750 0.50348103 1.05921955 *** 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) = -0.2778097779 Kirchhoff stress 0.55529E-01 -0.31808E-01 -0.38926E-01 -0.31808E-01 0.10013E-01 -0.13766E+00 -0.38926E-01 -0.13766E+00 -0.17468E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.10958489 0.54528041 0.53016560 -0.08720815 -0.38957484 0.15090635 0.54528041 0.81859419 1.07277228 -0.18883067 0.33992331 -0.03659960 0.53016560 1.07277228 2.10011781 0.48812262 0.25743519 0.78929887 -0.08720815 -0.18883067 0.48812262 0.54528041 0.15090635 0.33992331 -0.38957484 0.33992331 0.25743519 0.15090635 0.53016560 0.48812262 0.15090635 -0.03659960 0.78929887 0.33992331 0.48812262 1.07277228 *** 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) = -0.2785482912 Kirchhoff stress 0.55485E-01 -0.30627E-01 -0.33772E-01 -0.30627E-01 0.79315E-02 -0.13726E+00 -0.33772E-01 -0.13726E+00 -0.16918E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.12193259 0.55048240 0.51664404 -0.07951552 -0.39057650 0.13856035 0.55048240 0.81653124 1.08500488 -0.18772592 0.33610770 -0.02039647 0.51664404 1.08500488 2.06752605 0.47200785 0.22810946 0.78509893 -0.07951552 -0.18772592 0.47200785 0.55048240 0.13856035 0.33610770 -0.39057650 0.33610770 0.22810946 0.13856035 0.51664404 0.47200785 0.13856035 -0.02039647 0.78509893 0.33610770 0.47200785 1.08500488 *** 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) = -0.2793191530 Kirchhoff stress 0.55285E-01 -0.29406E-01 -0.28710E-01 -0.29406E-01 0.59124E-02 -0.13653E+00 -0.28710E-01 -0.13653E+00 -0.16344E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.13379968 0.55602941 0.50427575 -0.07174091 -0.39054631 0.12633686 0.55602941 0.81525231 1.09596503 -0.18632068 0.33150353 -0.00466901 0.50427575 1.09596503 2.03354225 0.45523098 0.19925291 0.77898825 -0.07174091 -0.18632068 0.45523098 0.55602941 0.12633686 0.33150353 -0.39054631 0.33150353 0.19925291 0.12633686 0.50427575 0.45523098 0.12633686 -0.00466901 0.77898825 0.33150353 0.45523098 1.09596503 *** 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) = -0.2801190663 Kirchhoff stress 0.54933E-01 -0.28152E-01 -0.23762E-01 -0.28152E-01 0.39641E-02 -0.13546E+00 -0.23762E-01 -0.13546E+00 -0.15747E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14512968 0.56191246 0.49310088 -0.06392215 -0.38949542 0.11428619 0.56191246 0.81474706 1.10561012 -0.18461697 0.32613825 0.01051162 0.49310088 1.10561012 1.99831638 0.43786987 0.17098265 0.77100342 -0.06392215 -0.18461697 0.43786987 0.56191246 0.11428619 0.32613825 -0.38949542 0.32613825 0.17098265 0.11428619 0.49310088 0.43786987 0.11428619 0.01051162 0.77100342 0.32613825 0.43786987 1.10561012 *** 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) = -0.2809446331 Kirchhoff stress 0.54431E-01 -0.26870E-01 -0.18946E-01 -0.26870E-01 0.20940E-02 -0.13406E+00 -0.18946E-01 -0.13406E+00 -0.15132E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.15586951 0.56812044 0.48315377 -0.05609867 -0.38743869 0.10245667 0.56812044 0.81500244 1.11390436 -0.18261633 0.32004289 0.02507745 0.48315377 1.11390436 1.96200235 0.42000391 0.14341162 0.76118932 -0.05609867 -0.18261633 0.42000391 0.56812044 0.10245667 0.32004289 -0.38743869 0.32004289 0.14341162 0.10245667 0.48315377 0.42000391 0.10245667 0.02507745 0.76118932 0.32004289 0.42000391 1.11390436 *** 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) = -0.2817924756 Kirchhoff stress 0.53820E-01 -0.25558E-01 -0.14275E-01 -0.25558E-01 0.28418E-03 -0.13235E+00 -0.14275E-01 -0.13235E+00 -0.14501E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.16550618 0.57458845 0.47444646 -0.04846689 -0.38448289 0.09086512 0.57458845 0.81630037 1.12093744 -0.18032209 0.31325149 0.03915190 0.47444646 1.12093744 1.92480437 0.40171398 0.11664874 0.74967354 -0.04846689 -0.18032209 0.40171398 0.57458845 0.09086512 0.31325149 -0.38448289 0.31325149 0.11664874 0.09086512 0.47444646 0.40171398 0.09086512 0.03915190 0.74967354 0.31325149 0.40171398 1.12093744 *** 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) = -0.2826592575 Kirchhoff stress 0.53066E-01 -0.24236E-01 -0.97665E-02 -0.24236E-01 -0.14067E-02 -0.13032E+00 -0.97665E-02 -0.13032E+00 -0.13854E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.17446770 0.58138780 0.46696947 -0.04083527 -0.38064450 0.07958538 0.58138780 0.81801016 1.12643994 -0.17773779 0.30579487 0.05228557 0.46696947 1.12643994 1.88677343 0.38306849 0.09077012 0.73635666 -0.04083527 -0.17773779 0.38306849 0.58138780 0.07958538 0.30579487 -0.38064450 0.30579487 0.09077012 0.07958538 0.46696947 0.38306849 0.07958538 0.05228557 0.73635666 0.30579487 0.38306849 1.12643994 *** 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) = -0.2835413231 Kirchhoff stress 0.52171E-01 -0.22928E-01 -0.54451E-02 -0.22928E-01 -0.29928E-02 -0.12799E+00 -0.54451E-02 -0.12799E+00 -0.13196E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.18284857 0.58838861 0.46079809 -0.03311564 -0.37582420 0.06874540 0.58838861 0.82040178 1.13051148 -0.17481016 0.29768665 0.06464503 0.46079809 1.13051148 1.84813051 0.36419810 0.06590090 0.72140673 -0.03311564 -0.17481016 0.36419810 0.58838861 0.06874540 0.29768665 -0.37582420 0.29768665 0.06590090 0.06874540 0.46079809 0.36419810 0.06874540 0.06464503 0.72140673 0.29768665 0.36419810 1.13051148 *** 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) = -0.2844351175 Kirchhoff stress 0.51117E-01 -0.21596E-01 -0.13349E-02 -0.21596E-01 -0.45171E-02 -0.12537E+00 -0.13349E-02 -0.12537E+00 -0.12530E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.19071828 0.59574564 0.45598516 -0.02570593 -0.36998325 0.05824177 0.59574564 0.82389915 1.13323294 -0.17172206 0.28900333 0.07628998 0.45598516 1.13323294 1.80905558 0.34510645 0.04214789 0.70489285 -0.02570593 -0.17172206 0.34510645 0.59574564 0.05824177 0.28900333 -0.36998325 0.28900333 0.04214789 0.05824177 0.45598516 0.34510645 0.05824177 0.07628998 0.70489285 0.28900333 0.34510645 1.13323294 *** 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) = -0.2853369708 Kirchhoff stress 0.49920E-01 -0.20251E-01 0.25632E-02 -0.20251E-01 -0.59539E-02 -0.12247E+00 0.25632E-02 -0.12247E+00 -0.11858E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.19790576 0.60346160 0.45251555 -0.01861835 -0.36331696 0.04821605 0.60346160 0.82824844 1.13449705 -0.16849156 0.27976522 0.08693695 0.45251555 1.13449705 1.76969143 0.32589594 0.01957008 0.68687569 -0.01861835 -0.16849156 0.32589594 0.60346160 0.04821605 0.27976522 -0.36331696 0.27976522 0.01957008 0.04821605 0.45251555 0.32589594 0.04821605 0.08693695 0.68687569 0.27976522 0.32589594 1.13449705 *** 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) = -0.2862429580 Kirchhoff stress 0.48625E-01 -0.18945E-01 0.62195E-02 -0.18945E-01 -0.72254E-02 -0.11930E+00 0.62195E-02 -0.11930E+00 -0.11182E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.20415490 0.61123352 0.45032879 -0.01165485 -0.35573827 0.03858831 0.61123352 0.83260399 1.13430828 -0.16471611 0.27010331 0.09658736 0.45032879 1.13430828 1.73018933 0.30669650 -0.00172314 0.66743028 -0.01165485 -0.16471611 0.30669650 0.61123352 0.03858831 0.27010331 -0.35573827 0.27010331 -0.00172314 0.03858831 0.45032879 0.30669650 0.03858831 0.09658736 0.66743028 0.27010331 0.30669650 1.13430828 *** 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) = -0.2871497385 Kirchhoff stress 0.47259E-01 -0.17658E-01 0.96227E-02 -0.17658E-01 -0.84023E-02 -0.11589E+00 0.96227E-02 -0.11589E+00 -0.10507E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.20899036 0.61917921 0.44943547 -0.00492870 -0.34723912 0.02944088 0.61917921 0.83771979 1.13285211 -0.16064966 0.26000460 0.10540650 0.44943547 1.13285211 1.69085774 0.28755447 -0.02167239 0.64680473 -0.00492870 -0.16064966 0.28755447 0.61917921 0.02944088 0.26000460 -0.34723912 0.26000460 -0.02167239 0.02944088 0.44943547 0.28755447 0.02944088 0.10540650 0.64680473 0.26000460 0.28755447 1.13285211 *** 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) = -0.2880536645 Kirchhoff stress 0.45764E-01 -0.16395E-01 0.12806E-01 -0.16395E-01 -0.95515E-02 -0.11220E+00 0.12806E-01 -0.11220E+00 -0.98351E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.21337034 0.62733517 0.44974023 0.00142761 -0.33821476 0.02081899 0.62733517 0.84459243 1.13008563 -0.15619632 0.24946773 0.11273389 0.44974023 1.13008563 1.65181650 0.26850724 -0.04046553 0.62488200 0.00142761 -0.15619632 0.26850724 0.62733517 0.02081899 0.24946773 -0.33821476 0.24946773 -0.04046553 0.02081899 0.44974023 0.26850724 0.02081899 0.11273389 0.62488200 0.24946773 0.26850724 1.13008563 *** 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) = -0.2889513662 Kirchhoff stress 0.44161E-01 -0.15153E-01 0.15691E-01 -0.15153E-01 -0.10471E-01 -0.10832E+00 0.15691E-01 -0.10832E+00 -0.91651E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.21701199 0.63554451 0.45145076 0.00740232 -0.32829771 0.01273958 0.63554451 0.85068133 1.12571854 -0.15156608 0.23864022 0.11938206 0.45145076 1.12571854 1.61282934 0.24969758 -0.05755029 0.60174486 0.00740232 -0.15156608 0.24969758 0.63554451 0.01273958 0.23864022 -0.32829771 0.23864022 -0.05755029 0.01273958 0.45145076 0.24969758 0.01273958 0.11938206 0.60174486 0.23864022 0.24969758 1.12571854 *** 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) = -0.2898389228 Kirchhoff stress 0.42507E-01 -0.13951E-01 0.18297E-01 -0.13951E-01 -0.11268E-01 -0.10423E+00 0.18297E-01 -0.10423E+00 -0.85024E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.21925155 0.64379663 0.45443505 0.01311162 -0.31767733 0.00522433 0.64379663 0.85731036 1.12001515 -0.14664485 0.22752272 0.12497891 0.45443505 1.12001515 1.57433339 0.23116471 -0.07311263 0.57758007 0.01311162 -0.14664485 0.23116471 0.64379663 0.00522433 0.22752272 -0.31767733 0.22752272 -0.07311263 0.00522433 0.45443505 0.23116471 0.00522433 0.12497891 0.57758007 0.22752272 0.23116471 1.12001515 *** 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) = -0.2907130619 Kirchhoff stress 0.40737E-01 -0.12775E-01 0.20617E-01 -0.12775E-01 -0.11947E-01 -0.99946E-01 0.20617E-01 -0.99946E-01 -0.78496E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.22110584 0.65212643 0.45867196 0.01825034 -0.30639439 -0.00170716 0.65212643 0.86445795 1.11301037 -0.14145754 0.21616502 0.12950876 0.45867196 1.11301037 1.53647486 0.21297750 -0.08710493 0.55249116 0.01825034 -0.14145754 0.21297750 0.65212643 -0.00170716 0.21616502 -0.30639439 0.21616502 -0.08710493 -0.00170716 0.45867196 0.21297750 -0.00170716 0.12950876 0.55249116 0.21616502 0.21297750 1.11301037 *** 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) = -0.2915706624 Kirchhoff stress 0.38946E-01 -0.11628E-01 0.22667E-01 -0.11628E-01 -0.12527E-01 -0.95516E-01 0.22667E-01 -0.95516E-01 -0.72076E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.22139343 0.66051608 0.46402306 0.02287701 -0.29462644 -0.00795148 0.66051608 0.87234197 1.10476624 -0.13613508 0.20453208 0.13308063 0.46402306 1.10476624 1.49924571 0.19523237 -0.09964069 0.52666795 0.02287701 -0.13613508 0.19523237 0.66051608 -0.00795148 0.20453208 -0.29462644 0.20453208 -0.09964069 -0.00795148 0.46402306 0.19523237 -0.00795148 0.13308063 0.52666795 0.20453208 0.19523237 1.10476624 *** 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) = -0.2924085545 Kirchhoff stress 0.37044E-01 -0.10539E-01 0.24391E-01 -0.10539E-01 -0.12993E-01 -0.90928E-01 0.24391E-01 -0.90928E-01 -0.65824E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.22145870 0.66881562 0.47067899 0.02704693 -0.28215045 -0.01366297 0.66881562 0.88083880 1.09533910 -0.13035342 0.19286772 0.13560131 0.47067899 1.09533910 1.46307779 0.17794508 -0.11038226 0.50007462 0.02704693 -0.13035342 0.17794508 0.66881562 -0.01366297 0.19286772 -0.28215045 0.19286772 -0.11038226 -0.01366297 0.47067899 0.17794508 -0.01366297 0.13560131 0.50007462 0.19286772 0.17794508 1.09533910 *** 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) = -0.2932234923 Kirchhoff stress 0.35115E-01 -0.94990E-02 0.25828E-01 -0.94990E-02 -0.13337E-01 -0.86198E-01 0.25828E-01 -0.86198E-01 -0.59727E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.22034875 0.67707244 0.47837225 0.03068769 -0.26934310 -0.01875362 0.67707244 0.88978190 1.08469546 -0.12424514 0.18111152 0.13695669 0.47837225 1.08469546 1.42789561 0.16118059 -0.11953551 0.47285196 0.03068769 -0.12424514 0.16118059 0.67707244 -0.01875362 0.18111152 -0.26934310 0.18111152 -0.11953551 -0.01875362 0.47837225 0.16118059 -0.01875362 0.13695669 0.47285196 0.18111152 0.16118059 1.08469546 *** 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) = -0.2940123440 Kirchhoff stress 0.33181E-01 -0.85088E-02 0.26964E-01 -0.85088E-02 -0.13521E-01 -0.81355E-01 0.26964E-01 -0.81355E-01 -0.53821E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.21788536 0.68512408 0.48718606 0.03391547 -0.25612825 -0.02314169 0.68512408 0.89866769 1.07290787 -0.11804660 0.16926137 0.13715270 0.48718606 1.07290787 1.39388386 0.14504725 -0.12699579 0.44516090 0.03391547 -0.11804660 0.14504725 0.68512408 -0.02314169 0.16926137 -0.25612825 0.16926137 -0.12699579 -0.02314169 0.48718606 0.14504725 -0.02314169 0.13715270 0.44516090 0.16926137 0.14504725 1.07290787 *** 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) = -0.2947725371 Kirchhoff stress 0.31127E-01 -0.75312E-02 0.27785E-01 -0.75312E-02 -0.13662E-01 -0.76446E-01 0.27785E-01 -0.76446E-01 -0.48167E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.21548048 0.69314490 0.49730048 0.03634577 -0.24232833 -0.02685397 0.69314490 0.90876648 1.06024147 -0.11182116 0.15731365 0.13657582 0.49730048 1.06024147 1.36130491 0.12942866 -0.13275894 0.41718080 0.03634577 -0.11182116 0.12942866 0.69314490 -0.02685397 0.15731365 -0.24232833 0.15731365 -0.13275894 -0.02685397 0.49730048 0.12942866 -0.02685397 0.13657582 0.41718080 0.15731365 0.12942866 1.06024147 *** 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) = -0.2955012173 Kirchhoff stress 0.29066E-01 -0.66325E-02 0.28271E-01 -0.66325E-02 -0.13604E-01 -0.71424E-01 0.28271E-01 -0.71424E-01 -0.42724E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.21214309 0.70085498 0.50837452 0.03830157 -0.22802797 -0.03000878 0.70085498 0.91834013 1.04639789 -0.10520145 0.14553454 0.13462501 0.50837452 1.04639789 1.33003210 0.11460472 -0.13671397 0.38879808 0.03830157 -0.10520145 0.11460472 0.70085498 -0.03000878 0.14553454 -0.22802797 0.14553454 -0.13671397 -0.03000878 0.50837452 0.11460472 -0.03000878 0.13462501 0.38879808 0.14553454 0.11460472 1.04639789 *** 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) = -0.2961954047 Kirchhoff stress 0.26973E-01 -0.57704E-02 0.28442E-01 -0.57704E-02 -0.13459E-01 -0.66347E-01 0.28442E-01 -0.66347E-01 -0.37538E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.20807119 0.70842638 0.52045631 0.03960156 -0.21338156 -0.03250774 0.70842638 0.92856681 1.03161835 -0.09858758 0.13384556 0.13163991 0.52045631 1.03161835 1.30027411 0.10052392 -0.13894463 0.36024776 0.03960156 -0.09858758 0.10052392 0.70842638 -0.03250774 0.13384556 -0.21338156 0.13384556 -0.13894463 -0.03250774 0.52045631 0.10052392 -0.03250774 0.13163991 0.36024776 0.13384556 0.10052392 1.03161835 *** 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) = -0.2968527280 Kirchhoff stress 0.24920E-01 -0.49873E-02 0.28302E-01 -0.49873E-02 -0.13166E-01 -0.61227E-01 0.28302E-01 -0.61227E-01 -0.32589E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.20277085 0.71556848 0.53333870 0.04046046 -0.19832160 -0.03439412 0.71556848 0.93876222 1.01596094 -0.09161186 0.12229515 0.12764073 0.53333870 1.01596094 1.27174050 0.08722566 -0.13961998 0.33159471 0.04046046 -0.09161186 0.08722566 0.71556848 -0.03439412 0.12229515 -0.19832160 0.12229515 -0.13961998 -0.03439412 0.53333870 0.08722566 -0.03439412 0.12764073 0.33159471 0.12229515 0.08722566 1.01596094 *** 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) = -0.2974711357 Kirchhoff stress 0.22818E-01 -0.42534E-02 0.27862E-01 -0.42534E-02 -0.12808E-01 -0.56127E-01 0.27862E-01 -0.56127E-01 -0.27955E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.19720144 0.72241422 0.54729347 0.04062661 -0.18313899 -0.03554533 0.72241422 0.94988055 0.99954622 -0.08450224 0.11084354 0.12279999 0.54729347 0.99954622 1.24505177 0.07474672 -0.13857004 0.30332646 0.04062661 -0.08450224 0.07474672 0.72241422 -0.03554533 0.11084354 -0.18313899 0.11084354 -0.13857004 -0.03554533 0.54729347 0.07474672 -0.03554533 0.12279999 0.30332646 0.11084354 0.07474672 0.99954622 *** 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) = -0.2980482063 Kirchhoff stress 0.20754E-01 -0.35933E-02 0.27086E-01 -0.35933E-02 -0.12289E-01 -0.51010E-01 0.27086E-01 -0.51010E-01 -0.23672E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.19053839 0.72879562 0.56209670 0.04037373 -0.16765795 -0.03610449 0.72879562 0.96057278 0.98243904 -0.07725148 0.09969594 0.11689865 0.56209670 0.98243904 1.22074388 0.06316918 -0.13562549 0.27508657 0.04037373 -0.07725148 0.06316918 0.72879562 -0.03610449 0.09969594 -0.16765795 0.09969594 -0.13562549 -0.03610449 0.56209670 0.06316918 -0.03610449 0.11689865 0.27508657 0.09969594 0.06316918 0.98243904 *** 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) = -0.2985818191 Kirchhoff stress 0.18701E-01 -0.29704E-02 0.26000E-01 -0.29704E-02 -0.11658E-01 -0.45903E-01 0.26000E-01 -0.45903E-01 -0.19676E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.18321135 0.73482136 0.57765821 0.03929258 -0.15193845 -0.03595155 0.73482136 0.97146921 0.96457027 -0.06995267 0.08877826 0.11003149 0.57765821 0.96457027 1.19792485 0.05245513 -0.13100968 0.24691062 0.03929258 -0.06995267 0.05245513 0.73482136 -0.03595155 0.08877826 -0.15193845 0.08877826 -0.13100968 -0.03595155 0.57765821 0.05245513 -0.03595155 0.11003149 0.24691062 0.08877826 0.05245513 0.96457027 *** 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) = -0.2990702737 Kirchhoff stress 0.16622E-01 -0.24013E-02 0.24640E-01 -0.24013E-02 -0.10931E-01 -0.40847E-01 0.24640E-01 -0.40847E-01 -0.16042E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.17574830 0.74044108 0.59410988 0.03765551 -0.13633129 -0.03512095 0.74044108 0.98258835 0.94617997 -0.06263556 0.07809062 0.10232710 0.59410988 0.94617997 1.17721290 0.04260766 -0.12485574 0.21918411 0.03765551 -0.06263556 0.04260766 0.74044108 -0.03512095 0.07809062 -0.13633129 0.07809062 -0.12485574 -0.03512095 0.59410988 0.04260766 -0.03512095 0.10232710 0.21918411 0.07809062 0.04260766 0.94617997 *** 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) = -0.2995119196 Kirchhoff stress 0.14608E-01 -0.18790E-02 0.22987E-01 -0.18790E-02 -0.10101E-01 -0.35860E-01 0.22987E-01 -0.35860E-01 -0.12716E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.16725335 0.74555008 0.61113483 0.03528672 -0.12060786 -0.03359413 0.74555008 0.99394476 0.92724339 -0.05536953 0.06769990 0.09382905 0.61113483 0.92724339 1.15803121 0.03377180 -0.11717217 0.19195602 0.03528672 -0.05536953 0.03377180 0.74555008 -0.03359413 0.06769990 -0.12060786 0.06769990 -0.11717217 -0.03359413 0.61113483 0.03377180 -0.03359413 0.09382905 0.19195602 0.06769990 0.03377180 0.92724339 *** 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) = -0.2999051729 Kirchhoff stress 0.12593E-01 -0.14375E-02 0.21026E-01 -0.14375E-02 -0.91566E-02 -0.30925E-01 0.21026E-01 -0.30925E-01 -0.97728E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.15867380 0.75012325 0.62884944 0.03255576 -0.10489573 -0.03153098 0.75012325 1.00530073 0.90780138 -0.04800792 0.05773598 0.08441172 0.62884944 0.90780138 1.14124527 0.02593961 -0.10767553 0.16511482 0.03255576 -0.04800792 0.02593961 0.75012325 -0.03153098 0.05773598 -0.10489573 0.05773598 -0.10767553 -0.03153098 0.62884944 0.02593961 -0.03153098 0.08441172 0.16511482 0.05773598 0.02593961 0.90780138 *** 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) = -0.3002486164 Kirchhoff stress 0.10650E-01 -0.10443E-02 0.18789E-01 -0.10443E-02 -0.81385E-02 -0.26101E-01 0.18789E-01 -0.26101E-01 -0.72119E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14916281 0.75409836 0.64713037 0.02913529 -0.08932511 -0.02886530 0.75409836 1.01704531 0.88810109 -0.04069882 0.04815078 0.07441828 0.64713037 0.88810109 1.12663993 0.01910987 -0.09661126 0.13898471 0.02913529 -0.04069882 0.01910987 0.75409836 -0.02886530 0.04815078 -0.08932511 0.04815078 -0.09661126 -0.02886530 0.64713037 0.01910987 -0.02886530 0.07441828 0.13898471 0.04815078 0.01910987 0.88810109 *** 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) = -0.3005414819 Kirchhoff stress 0.87851E-02 -0.72873E-03 0.16294E-01 -0.72873E-03 -0.69914E-02 -0.21372E-01 0.16294E-01 -0.21372E-01 -0.50146E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.13880703 0.75746386 0.66586764 0.02545927 -0.07402718 -0.02554134 0.75746386 1.02851918 0.86796516 -0.03345193 0.03895147 0.06351090 0.66586764 0.86796516 1.11415217 0.01329516 -0.08405081 0.11349656 0.02545927 -0.03345193 0.01329516 0.75746386 -0.02554134 0.03895147 -0.07402718 0.03895147 -0.08405081 -0.02554134 0.66586764 0.01329516 -0.02554134 0.06351090 0.11349656 0.03895147 0.01329516 0.86796516 *** 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) = -0.3007826734 Kirchhoff stress 0.69373E-02 -0.47081E-03 0.13530E-01 -0.47081E-03 -0.57572E-02 -0.16774E-01 0.13530E-01 -0.16774E-01 -0.32064E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.12845513 0.76029205 0.68507339 0.02128448 -0.05881948 -0.02157867 0.76029205 1.04002686 0.84759936 -0.02635310 0.03019449 0.05192870 0.68507339 0.84759936 1.10388192 0.00853310 -0.07000968 0.08882797 0.02128448 -0.02635310 0.00853310 0.76029205 -0.02157867 0.03019449 -0.05881948 0.03019449 -0.07000968 -0.02157867 0.68507339 0.00853310 -0.02157867 0.05192870 0.08882797 0.03019449 0.00853310 0.84759936 *** 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) = -0.3009711340 Kirchhoff stress 0.51103E-02 -0.26465E-03 0.10500E-01 -0.26465E-03 -0.44363E-02 -0.12318E-01 0.10500E-01 -0.12318E-01 -0.17978E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11816541 0.76252685 0.70473438 0.01656466 -0.04366669 -0.01705055 0.76252685 1.05152203 0.82707849 -0.01942231 0.02190337 0.03972153 0.70473438 0.82707849 1.09587067 0.00480609 -0.05451423 0.06504892 0.01656466 -0.01942231 0.00480609 0.76252685 -0.01705055 0.02190337 -0.04366669 0.02190337 -0.05451423 -0.01705055 0.70473438 0.00480609 -0.01705055 0.03972153 0.06504892 0.02190337 0.00480609 0.82707849 *** 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) = -0.3011061430 Kirchhoff stress 0.33419E-02 -0.11748E-03 0.72266E-02 -0.11748E-03 -0.30308E-02 -0.80246E-02 0.72266E-02 -0.80246E-02 -0.78871E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.10757909 0.76413364 0.72472461 0.01142123 -0.02877755 -0.01193502 0.76413364 1.06296635 0.80647157 -0.01269398 0.01409327 0.02694053 0.72472461 0.80647157 1.09013394 0.00213741 -0.03764171 0.04224423 0.01142123 -0.01269398 0.00213741 0.76413364 -0.01193502 0.01409327 -0.02877755 0.01409327 -0.03764171 -0.01193502 0.72472461 0.00213741 -0.01193502 0.02694053 0.04224423 0.01409327 0.00213741 0.80647157 *** 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) = -0.3011872522 Kirchhoff stress 0.16369E-02 -0.29274E-04 0.37225E-02 -0.29274E-04 -0.15443E-02 -0.39072E-02 0.37225E-02 -0.39072E-02 -0.18243E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09673926 0.76510195 0.74497754 0.00588786 -0.01420454 -0.00624632 0.76510195 1.07432135 0.78585003 -0.00620702 0.00678553 0.01363602 0.74497754 0.78585003 1.08668933 0.00053400 -0.01944979 0.02049008 0.00588786 -0.00620702 0.00053400 0.76510195 -0.00624632 0.00678553 -0.01420454 0.00678553 -0.01944979 -0.00624632 0.74497754 0.00053400 -0.00624632 0.01363602 0.02049008 0.00678553 0.00053400 0.78585003 *** 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) = -0.3012143794 Kirchhoff stress -0.14118E-13 -0.14431E-15 0.13734E-15 -0.15358E-15 -0.14317E-13 -0.11982E-15 0.13720E-15 -0.11790E-15 -0.14166E-13 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08568831 0.76542542 0.76542542 0.00000000 -0.00000000 -0.00000000 0.76542542 1.08568831 0.76542542 0.00000000 0.00000000 0.00000000 0.76542542 0.76542542 1.08568831 -0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.76542542 -0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 0.76542542 -0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.76542542 * CB-KIM calculation successfully completed