---------------------------------------------------------------------------- c a u c h y - b o r n c o n s t i t u t i v e m o d e l This program computes the finite deformation constitutive response of an arbitrary multilattice single crystal. The code is based on the local quasicontinuum (QC) method (http://qcmethod.org). The program uses interatomic potentials compatible with the Knowledgebase of Interatomic Models (KIM) project (https://openkim.org). Copyright (C) 2015 E. B. Tadmor ---------------------------------------------------------------------------- Test calculation: Lattice invariance shear of cubic crystal **setting factor** * Default globaltol set to 0.10000E-15 CG global tolerance = 0.10000E-15 **reading material data** Material name 'Cu(bcc)' * Warning: for a simple bravais lattice * Warning: ShuffleOn is reset to ShuffleOn = FALSE material information Bravais lattice vectors: a1 = 2.00000 0.00000 0.00000 a2 = 0.00000 2.00000 0.00000 a3 = 1.00000 1.00000 1.00000 Basis atoms: Number of basis atoms = 1 spec mass reference shift vector 29 1.00 0.00000 0.00000 0.00000 **reading constitutive information** KIM Model name: EAM_Dynamo_Mendelev_King_Cu__MO_748636486270_004 Maximum cut-off distance: 6.0000000000 **global parameter settings** Number of spatial dimensions = 3 Number of dofs per node = 3 Number of nodes per element = 4 Shuffles optimization = OFF Prefer multilattice stress correction = OFF Optimize F and shuffles concurrently = ACTIVATED Use preconditioned CG optimization = ACTIVATED **optimize lattice parameter** Input lattice vectors 2.0000000000000000 0.0000000000000000 1.0000000000000000 0.0000000000000000 2.0000000000000000 1.0000000000000000 0.0000000000000000 0.0000000000000000 1.0000000000000000 *** WARNING: In mod_poten_kim/Calc_Local: maxncry was increased in getlats, which means that RijList_LC(:,:,1) is now too small. There may be a considerable wait as I rebuild the local neighbor lists. Relaxed lattice vectors 2.89414093361662949633 -0.00000000001664923710 1.44707046678750628210 -0.00000000001664923710 2.89414093361662860815 1.44707046677917383626 -0.00000000002496749593 -0.00000000004163143083 1.44707046705900177486 **deform crystal** Method: fixed shifts Mode: multiple steps, nsteps = 100 Deformation gradient -1.00000000 -2.00000000 -2.00000000 2.00000000 3.00000000 2.00000000 0.00000000 0.00000000 1.00000000 *** step number: 0 *** Deformation gradient in current step 1.00000000 0.00000000 0.00000000 0.00000000 1.00000000 0.00000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2789687584 Kirchhoff stress -0.12552E-08 -0.50198E-11 -0.75279E-11 -0.50198E-11 -0.12552E-08 -0.12552E-10 -0.75279E-11 -0.12552E-10 -0.12467E-08 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.76059244 0.71690295 0.71690296 -0.00000000 -0.00000000 0.00000000 0.71690295 0.76059244 0.71690296 -0.00000000 0.00000000 -0.00000000 0.71690296 0.71690296 0.76059244 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.43629916 0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 0.43629916 0.00000000 0.00000000 -0.00000000 -0.00000000 0.00000000 0.00000000 0.43629916 *** step number: 1 *** Deformation gradient in current step 0.98000000 -0.02000000 -0.02000000 0.02000000 1.02000000 0.02000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2787743406 Kirchhoff stress 0.29703E-02 0.73840E-03 -0.73244E-02 0.73840E-03 0.49151E-02 0.10342E-01 -0.73244E-02 0.10342E-01 0.27267E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.50227953 0.70884666 0.64571039 -0.03632514 -0.02832764 -0.03540396 0.70884666 1.01236308 0.79057200 0.00702096 0.02746397 0.00575715 0.64571039 0.79057200 0.75222434 -0.01516381 -0.04251125 0.03605025 -0.03632514 0.00702096 -0.01516381 0.42840499 -0.03452087 0.02673492 -0.02832764 0.02746397 -0.04251125 -0.03452087 0.36503351 -0.01511949 -0.03540396 0.00575715 0.03605025 0.02673492 -0.01511949 0.51054824 *** step number: 2 *** Deformation gradient in current step 0.96000000 -0.04000000 -0.04000000 0.04000000 1.04000000 0.04000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2781753065 Kirchhoff stress 0.50973E-02 0.34243E-02 -0.14102E-01 0.34243E-02 0.92887E-02 0.22317E-01 -0.14102E-01 0.22317E-01 0.75593E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.68624308 0.70019910 0.62527609 -0.07997621 0.01018383 -0.08370538 0.70019910 0.83654162 0.81572559 -0.00427085 0.05967752 -0.06696147 0.62527609 0.81572559 0.72770868 -0.04875619 -0.03519933 0.01259305 -0.07997621 -0.00427085 -0.04875619 0.42026710 -0.08176609 0.05835010 0.01018383 0.05967752 -0.03519933 -0.08176609 0.34500166 -0.04858987 -0.08370538 -0.06696147 0.01259305 0.05835010 -0.04858987 0.53685225 *** step number: 3 *** Deformation gradient in current step 0.94000000 -0.06000000 -0.06000000 0.06000000 1.06000000 0.06000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2771117445 Kirchhoff stress -0.25892E-02 0.71027E-02 -0.21839E-01 0.71027E-02 0.77271E-02 0.34915E-01 -0.21839E-01 0.34915E-01 0.11823E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.26556927 0.70093034 0.61557830 -0.08072343 0.04023059 -0.10868397 0.70093034 0.56108215 0.81083704 -0.01228081 0.06972985 -0.10507916 0.61557830 0.81083704 0.67767209 -0.07667704 -0.02094682 -0.02905794 -0.08072343 -0.01228081 -0.07667704 0.42191166 -0.10550162 0.06790785 0.04023059 0.06972985 -0.02094682 -0.10550162 0.33618424 -0.07634203 -0.10868397 -0.10507916 -0.02905794 0.06790785 -0.07634203 0.53376227 *** step number: 4 *** Deformation gradient in current step 0.92000000 -0.08000000 -0.08000000 0.08000000 1.08000000 0.08000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2754520736 Kirchhoff stress -0.19428E-01 0.10007E-01 -0.30244E-01 0.10007E-01 0.20404E-02 0.47862E-01 -0.30244E-01 0.47862E-01 0.14893E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.57241659 0.71124713 0.60784311 -0.06011956 0.04659269 -0.10850792 0.71124713 0.40627806 0.78665027 -0.00148456 0.05941368 -0.07654920 0.60784311 0.78665027 0.61288145 -0.08954041 -0.00418569 -0.07889224 -0.06011956 -0.00148456 -0.08954041 0.43357427 -0.10388456 0.05715808 0.04659269 0.05941368 -0.00418569 -0.10388456 0.32979360 -0.08903211 -0.10850792 -0.07654920 -0.07889224 0.05715808 -0.08903211 0.51205972 *** step number: 5 *** Deformation gradient in current step 0.90000000 -0.10000000 -0.10000000 0.10000000 1.10000000 0.10000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2731051175 Kirchhoff stress -0.38163E-01 0.12127E-01 -0.39619E-01 0.12127E-01 -0.38535E-02 0.61755E-01 -0.39619E-01 0.61755E-01 0.15397E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.59212578 0.73566022 0.62707689 -0.04648036 0.07200361 -0.10985855 0.73566022 0.43712815 0.76851041 0.02267664 0.06172566 -0.01982113 0.62707689 0.76851041 0.57275188 -0.09951974 0.04644487 -0.15575655 -0.04648036 0.02267664 -0.09951974 0.45977791 -0.10359056 0.05903033 0.07200361 0.06172566 0.04644487 -0.10359056 0.35079826 -0.09888501 -0.10985855 -0.01982113 -0.15575655 0.05903033 -0.09888501 0.49711865 *** step number: 6 *** Deformation gradient in current step 0.88000000 -0.12000000 -0.12000000 0.12000000 1.12000000 0.12000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2700042292 Kirchhoff stress -0.55173E-01 0.13959E-01 -0.49717E-01 0.13959E-01 -0.67200E-02 0.76683E-01 -0.49717E-01 0.76683E-01 0.12611E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.52312643 0.74434301 0.62908250 -0.00996357 0.08638482 -0.11200824 0.74434301 0.57335682 0.74963948 0.07769158 0.07407883 0.04419813 0.62908250 0.74963948 0.53136805 -0.08886497 0.09234301 -0.23160846 -0.00996357 0.07769158 -0.08886497 0.47071345 -0.10390909 0.07087866 0.08638482 0.07407883 0.09234301 -0.10390909 0.35498215 -0.08821293 -0.11200824 0.04419813 -0.23160846 0.07087866 -0.08821293 0.48215793 *** step number: 7 *** Deformation gradient in current step 0.86000000 -0.14000000 -0.14000000 0.14000000 1.14000000 0.14000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2660926200 Kirchhoff stress -0.70428E-01 0.15469E-01 -0.58741E-01 0.15469E-01 -0.47472E-02 0.92505E-01 -0.58741E-01 0.92505E-01 0.82345E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.51498157 0.72126302 0.58132897 0.07308469 0.05901194 -0.12228189 0.72126302 0.72539482 0.74711461 0.15351513 0.08095615 0.11442399 0.58132897 0.74711461 0.48409127 -0.06632968 0.09407607 -0.27211290 0.07308469 0.15351513 -0.06632968 0.45038638 -0.11220240 0.07714806 0.05901194 0.08095615 0.09407607 -0.11220240 0.30984340 -0.06582807 -0.12228189 0.11442399 -0.27211290 0.07714806 -0.06582807 0.48422793 *** step number: 8 *** Deformation gradient in current step 0.84000000 -0.16000000 -0.16000000 0.16000000 1.16000000 0.16000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2612887084 Kirchhoff stress -0.85802E-01 0.15588E-01 -0.65350E-01 0.15588E-01 0.28466E-02 0.11000E+00 -0.65350E-01 0.11000E+00 0.55382E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.61966883 0.67707409 0.49511026 0.18583580 -0.00922943 -0.14305976 0.67707409 0.77270920 0.73563067 0.21986014 0.06573887 0.13765311 0.49511026 0.73563067 0.42572710 -0.05438291 0.04374532 -0.29482108 0.18583580 0.21986014 -0.05438291 0.40944497 -0.13089108 0.06119924 -0.00922943 0.06573887 0.04374532 -0.13089108 0.22667968 -0.05424554 -0.14305976 0.13765311 -0.29482108 0.06119924 -0.05424554 0.47793540 *** step number: 9 *** Deformation gradient in current step 0.82000000 -0.18000000 -0.18000000 0.18000000 1.18000000 0.18000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2555724365 Kirchhoff stress -0.10258E+00 0.14002E-01 -0.69073E-01 0.14002E-01 0.88448E-02 0.12507E+00 -0.69073E-01 0.12507E+00 0.31696E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.74504460 0.63666151 0.41604697 0.26464582 -0.09923390 -0.16808326 0.63666151 0.53727008 0.61788908 0.26441889 0.04018713 -0.03414350 0.41604697 0.61788908 0.33808108 -0.06321652 -0.02355551 -0.38609658 0.26464582 0.26441889 -0.06321652 0.37278012 -0.15375301 0.03478112 -0.09923390 0.04018713 -0.02355551 -0.15375301 0.15113277 -0.06368608 -0.16808326 -0.03414350 -0.38609658 0.03478112 -0.06368608 0.36589903 *** step number: 10 *** Deformation gradient in current step 0.80000000 -0.20000000 -0.20000000 0.20000000 1.20000000 0.20000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2491638729 Kirchhoff stress -0.11939E+00 0.11554E-01 -0.71600E-01 0.11554E-01 0.69402E-02 0.13495E+00 -0.71600E-01 0.13495E+00 -0.16705E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.68322290 0.61011841 0.39069981 0.24973705 -0.13360233 -0.21583378 0.61011841 0.30004083 0.51480086 0.25670412 0.02662430 -0.25474769 0.39069981 0.51480086 0.32557976 -0.10706154 -0.04458317 -0.49878311 0.24973705 0.25670412 -0.10706154 0.35039681 -0.19928757 0.02020018 -0.13360233 0.02662430 -0.04458317 -0.19928757 0.12968347 -0.10838822 -0.21583378 -0.25474769 -0.49878311 0.02020018 -0.10838822 0.26886796 *** step number: 11 *** Deformation gradient in current step 0.78000000 -0.22000000 -0.22000000 0.22000000 1.22000000 0.22000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2422998509 Kirchhoff stress -0.13562E+00 0.10132E-01 -0.75510E-01 0.10132E-01 -0.58572E-03 0.14340E+00 -0.75510E-01 0.14340E+00 -0.99964E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.70529062 0.63403575 0.44551150 0.21798265 -0.08922381 -0.28592762 0.63403575 0.29807724 0.55710727 0.20989595 0.06437571 -0.37086450 0.44551150 0.55710727 0.48383622 -0.18830988 0.03646351 -0.59935912 0.21798265 0.20989595 -0.18830988 0.37878746 -0.26711692 0.05676522 -0.08922381 0.06437571 0.03646351 -0.26711692 0.18867191 -0.19074454 -0.28592762 -0.37086450 -0.59935912 0.05676522 -0.19074454 0.31743201 *** step number: 12 *** Deformation gradient in current step 0.76000000 -0.24000000 -0.24000000 0.24000000 1.24000000 0.24000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2349550987 Kirchhoff stress -0.15489E+00 0.10192E-01 -0.84249E-01 0.10192E-01 -0.12207E-01 0.15553E+00 -0.84249E-01 0.15553E+00 -0.24023E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.79535970 0.70743385 0.59716063 0.17351406 0.03428619 -0.39829829 0.70743385 0.34697945 0.71131970 0.08873217 0.15585129 -0.50498108 0.59716063 0.71131970 0.84049915 -0.34744642 0.25285738 -0.78531486 0.17351406 0.08873217 -0.34744642 0.45680290 -0.37717391 0.14686470 0.03428619 0.15585129 0.25285738 -0.37717391 0.34461713 -0.35124037 -0.39829829 -0.50498108 -0.78531486 0.14686470 -0.35124037 0.47790838 *** step number: 13 *** Deformation gradient in current step 0.74000000 -0.26000000 -0.26000000 0.26000000 1.26000000 0.26000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2269054777 Kirchhoff stress -0.17785E+00 0.13381E-01 -0.10168E+00 0.13381E-01 -0.30045E-01 0.17589E+00 -0.10168E+00 0.17589E+00 -0.49353E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.79165995 0.84306633 0.87267186 0.07042410 0.22555036 -0.58654681 0.84306633 0.46818259 1.00288536 -0.09998882 0.34193695 -0.69988577 0.87267186 1.00288536 1.46227889 -0.62070656 0.66633661 -1.15007574 0.07042410 -0.09998882 -0.62070656 0.59694336 -0.56304707 0.33136097 0.22555036 0.34193695 0.66633661 -0.56304707 0.62431688 -0.62611173 -0.58654681 -0.69988577 -1.15007574 0.33136097 -0.62611173 0.77547096 *** step number: 14 *** Deformation gradient in current step 0.72000000 -0.28000000 -0.28000000 0.28000000 1.28000000 0.28000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2178022074 Kirchhoff stress -0.20447E+00 0.23995E-01 -0.13252E+00 0.23995E-01 -0.57843E-01 0.21000E+00 -0.13252E+00 0.21000E+00 -0.95478E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.73360144 1.05808549 1.32392373 -0.12725044 0.51644598 -0.90152503 1.05808549 0.66970405 1.45310287 -0.34634269 0.66294203 -1.03583211 1.32392373 1.45310287 2.46067145 -1.06349517 1.36356098 -1.81562089 -0.12725044 -0.34634269 -1.06349517 0.81610328 -0.87555751 0.65053321 0.51644598 0.66294203 1.36356098 -0.87555751 1.07940672 -1.07077385 -0.90152503 -1.03583211 -1.81562089 0.65053321 -1.07077385 1.23114021 *** step number: 15 *** Deformation gradient in current step 0.70000000 -0.30000000 -0.30000000 0.30000000 1.30000000 0.30000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2071211957 Kirchhoff stress -0.23896E+00 0.48523E-01 -0.18414E+00 0.48523E-01 -0.10126E+00 0.26439E+00 -0.18414E+00 0.26439E+00 -0.17709E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.82616362 1.37967100 2.02688746 -0.41813082 0.97829309 -1.38977656 1.37967100 1.04345514 2.11128808 -0.63342424 1.15135364 -1.57455445 2.02688746 2.11128808 4.02235219 -1.74355537 2.45485018 -2.90191790 -0.41813082 -0.63342424 -1.74355537 1.14111647 -1.36119956 1.13682069 0.97829309 1.15135364 2.45485018 -1.36119956 1.78551750 -1.75300105 -1.38977656 -1.57455445 -2.90191790 1.13682069 -1.75300105 1.89386685 *** step number: 16 *** Deformation gradient in current step 0.68000000 -0.32000000 -0.32000000 0.32000000 1.32000000 0.32000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1939606909 Kirchhoff stress -0.29110E+00 0.93969E-01 -0.26752E+00 0.93969E-01 -0.16453E+00 0.34825E+00 -0.26752E+00 0.34825E+00 -0.31347E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.28994708 1.84314025 3.06140246 -0.76493514 1.66986474 -2.07131911 1.84314025 1.65340417 3.07012206 -0.98801002 1.82007051 -2.31538458 3.06140246 3.07012206 6.41169150 -2.73560051 4.05785525 -4.50768542 -0.76493514 -0.98801002 -2.73560051 1.60705320 -2.03994426 1.80306377 1.66986474 1.82007051 4.05785525 -2.03994426 2.82224268 -2.74755399 -2.07131911 -2.31538458 -4.50768542 1.80306377 -2.74755399 2.85604527 *** step number: 17 *** Deformation gradient in current step 0.66000000 -0.34000000 -0.34000000 0.34000000 1.34000000 0.34000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1776848222 Kirchhoff stress -0.33190E+00 0.12307E+00 -0.33368E+00 0.12307E+00 -0.21432E+00 0.41140E+00 -0.33368E+00 0.41140E+00 -0.43256E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.03723135 1.32362267 1.82561137 0.04679555 0.84626445 -1.19997425 1.32362267 1.04291981 1.77811867 -0.33799182 0.93137901 -1.49639859 1.82561137 1.77811867 3.86588278 -1.45984343 2.28489105 -2.73561199 0.04679555 -0.33799182 -1.45984343 1.09001602 -1.16572802 0.91157514 0.84626445 0.93137901 2.28489105 -1.16572802 1.58870019 -1.47463612 -1.19997425 -1.49639859 -2.73561199 0.91157514 -1.47463612 1.56698789 *** step number: 18 *** Deformation gradient in current step 0.64000000 -0.36000000 -0.36000000 0.36000000 1.36000000 0.36000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1594806631 Kirchhoff stress -0.36930E+00 0.13767E+00 -0.38844E+00 0.13767E+00 -0.25994E+00 0.46076E+00 -0.38844E+00 0.46076E+00 -0.54073E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.63932830 1.56686342 1.97028561 0.36855486 0.92738239 -1.27798363 1.56686342 1.04902608 1.94719556 -0.29667974 1.01755354 -1.64988765 1.97028561 1.94719556 4.49241436 -1.62149970 2.60801177 -3.10382502 0.36855486 -0.29667974 -1.62149970 1.33608831 -1.24086262 0.99464020 0.92738239 1.01755354 2.60801177 -1.24086262 1.73598998 -1.63945665 -1.27798363 -1.64988765 -3.10382502 0.99464020 -1.63945665 1.73880896 *** step number: 19 *** Deformation gradient in current step 0.62000000 -0.38000000 -0.38000000 0.38000000 1.38000000 0.38000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1393074342 Kirchhoff stress -0.41458E+00 0.14788E+00 -0.44724E+00 0.14788E+00 -0.31472E+00 0.51330E+00 -0.44724E+00 0.51330E+00 -0.66321E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.45652531 1.93551332 2.16013844 0.79183802 1.04486124 -1.36342120 1.93551332 1.19652818 2.13767065 -0.12925149 1.11333391 -1.79268883 2.16013844 2.13767065 5.25892751 -1.80265053 3.00336275 -3.52282873 0.79183802 -0.12925149 -1.80265053 1.70791703 -1.32348263 1.08700633 1.04486124 1.11333391 3.00336275 -1.32348263 1.92881597 -1.82408411 -1.36342120 -1.79268883 -3.52282873 1.08700633 -1.82408411 1.93168884 *** step number: 20 *** Deformation gradient in current step 0.60000000 -0.40000000 -0.40000000 0.40000000 1.40000000 0.40000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1169832469 Kirchhoff stress -0.46794E+00 0.15592E+00 -0.51208E+00 0.15592E+00 -0.37639E+00 0.57053E+00 -0.51208E+00 0.57053E+00 -0.80354E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.18143813 2.39985181 2.38767989 1.23243239 1.16112840 -1.46539757 2.39985181 1.65544470 2.35653531 0.20926026 1.21781303 -1.88499826 2.38767989 2.35653531 6.19884859 -2.00016292 3.48156765 -3.97936572 1.23243239 0.20926026 -2.00016292 2.17575835 -1.42278068 1.18779210 1.16112840 1.21781303 3.48156765 -1.42278068 2.15966149 -2.02535550 -1.46539757 -1.88499826 -3.97936572 1.18779210 -2.02535550 2.15244554 *** step number: 21 *** Deformation gradient in current step 0.58000000 -0.42000000 -0.42000000 0.42000000 1.42000000 0.42000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.9225767671E-01 Kirchhoff stress -0.52331E+00 0.16482E+00 -0.58257E+00 0.16482E+00 -0.43943E+00 0.63382E+00 -0.58257E+00 0.63382E+00 -0.96333E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.70468297 2.89254515 2.62005190 1.68777610 1.27864424 -1.56128327 2.89254515 2.26828778 2.58303415 0.65485417 1.30838576 -1.96505511 2.62005190 2.58303415 7.29511353 -2.20047851 4.01077427 -4.45703120 1.68777610 0.65485417 -2.20047851 2.67224983 -1.51621509 1.27443167 1.27864424 1.30838576 4.01077427 -1.51621509 2.39563540 -2.22966869 -1.56128327 -1.96505511 -4.45703120 1.27443167 -2.22966869 2.38014896 *** step number: 22 *** Deformation gradient in current step 0.56000000 -0.44000000 -0.44000000 0.44000000 1.44000000 0.44000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.6491629472E-01 Kirchhoff stress -0.57715E+00 0.17387E+00 -0.65972E+00 0.17387E+00 -0.50389E+00 0.70163E+00 -0.65972E+00 0.70163E+00 -0.11442E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.95596048 3.35554849 2.86169756 2.18141666 1.44876635 -1.62047101 3.35554849 2.80155744 2.80434570 1.14759251 1.38175822 -2.06643414 2.86169756 2.80434570 8.53666959 -2.38955643 4.58060681 -4.94409655 2.18141666 1.14759251 -2.38955643 3.13929921 -1.57326327 1.34367314 1.44876635 1.38175822 4.58060681 -1.57326327 2.64112203 -2.42292867 -1.62047101 -2.06643414 -4.94409655 1.34367314 -2.42292867 2.60180158 *** step number: 23 *** Deformation gradient in current step 0.54000000 -0.46000000 -0.46000000 0.46000000 1.46000000 0.46000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.3486798666E-01 Kirchhoff stress -0.62308E+00 0.18362E+00 -0.74323E+00 0.18362E+00 -0.56904E+00 0.77277E+00 -0.74323E+00 0.77277E+00 -0.13465E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.88142782 3.74844746 3.07950419 2.55434342 1.60872612 -1.64678035 3.74844746 3.32466784 3.03643356 1.67807602 1.45392141 -2.12360175 3.07950419 3.03643356 9.90448297 -2.56446792 5.16756476 -5.43464318 2.55434342 1.67807602 -2.56446792 3.53645010 -1.59782615 1.41156511 1.60872612 1.45392141 5.16756476 -1.59782615 2.86295271 -2.60213827 -1.64678035 -2.12360175 -5.43464318 1.41156511 -2.60213827 2.83320444 *** step number: 24 *** Deformation gradient in current step 0.52000000 -0.48000000 -0.48000000 0.48000000 1.48000000 0.48000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2112815356E-02 Kirchhoff stress -0.65838E+00 0.19769E+00 -0.83190E+00 0.19769E+00 -0.63137E+00 0.84749E+00 -0.83190E+00 0.84749E+00 -0.15703E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.71877214 4.03134715 3.31269654 2.69529340 1.80919626 -1.63932511 4.03134715 3.87646494 3.28568394 2.18830106 1.53387479 -2.09914066 3.31269654 3.28568394 11.41685086 -2.72355236 5.79776205 -5.93332005 2.69529340 2.18830106 -2.72355236 3.82376971 -1.58909047 1.48718393 1.80919626 1.53387479 5.79776205 -1.58909047 3.10030093 -2.76554695 -1.63932511 -2.09914066 -5.93332005 1.48718393 -2.76554695 3.08061129 *** step number: 25 *** Deformation gradient in current step 0.50000000 -0.50000000 -0.50000000 0.50000000 1.50000000 0.50000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.3345602385E-01 Kirchhoff stress -0.68537E+00 0.21891E+00 -0.92626E+00 0.21891E+00 -0.68537E+00 0.92626E+00 -0.92626E+00 0.92626E+00 -0.18171E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.44331746 4.13688943 3.53761820 2.59592612 1.99758962 -1.61342410 4.13688943 4.44331746 3.53761820 2.59592612 1.61342410 -1.99758962 3.53761820 3.53761820 13.07116916 -2.87659490 6.45786178 -6.45786178 2.59592612 2.59592612 -2.87659490 3.93385478 -1.56243446 1.56243446 1.99758962 1.61342410 6.45786178 -1.56243446 3.32945204 -2.92283063 -1.61342410 -1.99758962 -6.45786178 1.56243446 -2.92283063 3.32945204 *** step number: 26 *** Deformation gradient in current step 0.48000000 -0.52000000 -0.52000000 0.52000000 1.52000000 0.52000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.7207102679E-01 Kirchhoff stress -0.70293E+00 0.24855E+00 -0.10234E+01 0.24855E+00 -0.72486E+00 0.10095E+01 -0.10234E+01 0.10095E+01 -0.20867E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.92023151 4.01376786 3.68141945 2.27958380 2.06116016 -1.59584639 4.01376786 4.95038680 3.75669975 2.80762204 1.66877607 -1.86478629 3.68141945 3.75669975 14.83127598 -3.04141671 7.09078993 -7.03349319 2.27958380 2.80762204 -3.04141671 3.81536678 -1.54467638 1.61364870 2.06116016 1.66877607 7.09078993 -1.54467638 3.47751663 -3.09168264 -1.59584639 -1.86478629 -7.03349319 1.61364870 -3.09168264 3.54415816 *** step number: 27 *** Deformation gradient in current step 0.46000000 -0.54000000 -0.54000000 0.54000000 1.54000000 0.54000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.1139595765 Kirchhoff stress -0.70928E+00 0.28475E+00 -0.11197E+01 0.28475E+00 -0.74618E+00 0.10962E+01 -0.11197E+01 0.10962E+01 -0.23792E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.18624199 3.67796903 3.75989588 1.83875085 2.02430956 -1.57925504 3.67796903 5.23862228 3.91404326 2.76039314 1.69270399 -1.75889002 3.75989588 3.91404326 16.71314284 -3.21063314 7.69936951 -7.66658781 1.83875085 2.76039314 -3.21063314 3.48428558 -1.52851338 1.63374867 2.02430956 1.69270399 7.69936951 -1.52851338 3.56026874 -3.26457466 -1.57925504 -1.75889002 -7.66658781 1.63374867 -3.26457466 3.69589336 *** step number: 28 *** Deformation gradient in current step 0.44000000 -0.56000000 -0.56000000 0.56000000 1.56000000 0.56000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.1592461947 Kirchhoff stress -0.70397E+00 0.32299E+00 -0.12129E+01 0.32299E+00 -0.75109E+00 0.11835E+01 -0.12129E+01 0.11835E+01 -0.26958E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.35767224 3.20214103 3.80776522 1.36164861 1.93590302 -1.55246994 3.20214103 5.19049222 4.00320175 2.44900872 1.69521529 -1.71031738 3.80776522 4.00320175 18.76817654 -3.36667834 8.30685209 -8.34433029 1.36164861 2.44900872 -3.36667834 3.01325741 -1.50277615 1.63290540 1.93590302 1.69521529 8.30685209 -1.50277615 3.61240344 -3.42378671 -1.55246994 -1.71031738 -8.34433029 1.63290540 -3.42378671 3.77834382 *** step number: 29 *** Deformation gradient in current step 0.42000000 -0.58000000 -0.58000000 0.58000000 1.58000000 0.58000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.2078865296 Kirchhoff stress -0.68837E+00 0.35848E+00 -0.13013E+01 0.35848E+00 -0.74476E+00 0.12680E+01 -0.13013E+01 0.12680E+01 -0.30380E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.58696610 2.65614364 3.85021769 0.91635570 1.83566484 -1.51342766 2.65614364 4.74100608 4.04752643 2.00042640 1.69268054 -1.69329012 3.85021769 4.04752643 21.06023601 -3.49219885 8.93177302 -9.03540186 0.91635570 2.00042640 -3.49219885 2.47213865 -1.46538408 1.62765489 1.83566484 1.69268054 8.93177302 -1.46538408 3.65908632 -3.55181248 -1.51342766 -1.69329012 -9.03540186 1.62765489 -3.55181248 3.81507648 *** step number: 30 *** Deformation gradient in current step 0.40000000 -0.60000000 -0.60000000 0.60000000 1.60000000 0.60000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.2596729251 Kirchhoff stress -0.66624E+00 0.38920E+00 -0.13839E+01 0.38920E+00 -0.73455E+00 0.13477E+01 -0.13839E+01 0.13477E+01 -0.34066E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01728053 2.10354646 3.89584907 0.54419815 1.74975022 -1.46819037 2.10354646 3.97400004 4.08298374 1.56200608 1.69026287 -1.65739820 3.89584907 4.08298374 23.63866435 -3.57760886 9.57306277 -9.70128448 0.54419815 1.56200608 -3.57760886 1.92450659 -1.42234938 1.62331806 1.74975022 1.69026287 9.57306277 -1.42234938 3.70888060 -3.63893021 -1.46819037 -1.65739820 -9.70128448 1.62331806 -3.63893021 3.84237407 *** step number: 31 *** Deformation gradient in current step 0.38000000 -0.62000000 -0.62000000 0.62000000 1.62000000 0.62000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.3143177467 Kirchhoff stress -0.64252E+00 0.41420E+00 -0.14598E+01 0.41420E+00 -0.72503E+00 0.14215E+01 -0.14598E+01 0.14215E+01 -0.38010E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75033070 1.62139678 3.94006380 0.25780343 1.69643456 -1.42085331 1.62139678 3.09899702 4.11891175 1.16651320 1.67301341 -1.61695318 3.94006380 4.11891175 26.51510936 -3.62405277 10.20532216 -10.31177598 0.25780343 1.16651320 -3.62405277 1.44739486 -1.37769078 1.60507943 1.69643456 1.67301341 10.20532216 -1.37769078 3.75712321 -3.68617891 -1.42085331 -1.61695318 -10.31177598 1.60507943 -3.68617891 3.86995155 *** step number: 32 *** Deformation gradient in current step 0.36000000 -0.64000000 -0.64000000 0.64000000 1.64000000 0.64000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.3715445807 Kirchhoff stress -0.62231E+00 0.43241E+00 -0.15290E+01 0.43241E+00 -0.71746E+00 0.14887E+01 -0.15290E+01 0.14887E+01 -0.42187E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.76046723 1.25241005 3.96766129 0.06892914 1.67626693 -1.35895353 1.25241005 2.37214360 4.17532469 0.82848140 1.62027376 -1.49913497 3.96766129 4.17532469 29.66799736 -3.64166881 10.78447354 -10.80477168 0.06892914 0.82848140 -3.64166881 1.08341516 -1.31886297 1.55236431 1.67626693 1.62027376 10.78447354 -1.31886297 3.78849228 -3.70362486 -1.35895353 -1.49913497 -10.80477168 1.55236431 -3.70362486 3.91814564 *** step number: 33 *** Deformation gradient in current step 0.34000000 -0.66000000 -0.66000000 0.66000000 1.66000000 0.66000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.4311897924 Kirchhoff stress -0.60470E+00 0.44152E+00 -0.15909E+01 0.44152E+00 -0.70557E+00 0.15508E+01 -0.15909E+01 0.15508E+01 -0.46541E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.67141619 1.00013016 3.93944482 -0.01310165 1.61309625 -1.25657744 1.00013016 2.03676909 4.23078587 0.55238171 1.50905283 -1.29119658 3.93944482 4.23078587 33.01107833 -3.62810831 11.25546531 -11.16633295 -0.01310165 0.55238171 -3.62810831 0.83597484 -1.21985972 1.44221676 1.61309625 1.50905283 11.25546531 -1.21985972 3.76365723 -3.68888607 -1.25657744 -1.29119658 -11.16633295 1.44221676 -3.68888607 3.96580789 *** step number: 34 *** Deformation gradient in current step 0.32000000 -0.68000000 -0.68000000 0.68000000 1.68000000 0.68000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.4930494477 Kirchhoff stress -0.57892E+00 0.43956E+00 -0.16417E+01 0.43956E+00 -0.68388E+00 0.16037E+01 -0.16417E+01 0.16037E+01 -0.51030E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.19590625 0.82405072 3.82588190 -0.02528314 1.45410506 -1.11833072 0.82405072 1.94062262 4.15558801 0.38445057 1.37749966 -1.15596531 3.82588190 4.15558801 36.40333389 -3.55452249 11.61663724 -11.49025194 -0.02528314 0.38445057 -3.55452249 0.66443666 -1.08517746 1.31277038 1.45410506 1.37749966 11.61663724 -1.08517746 3.65295285 -3.61312732 -1.11833072 -1.15596531 -11.49025194 1.31277038 -3.61312732 3.88351398 *** step number: 35 *** Deformation gradient in current step 0.30000000 -0.70000000 -0.70000000 0.70000000 1.70000000 0.70000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.5565748990 Kirchhoff stress -0.54079E+00 0.43064E+00 -0.16785E+01 0.43064E+00 -0.65577E+00 0.16423E+01 -0.16785E+01 0.16423E+01 -0.55655E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.26424837 0.69099793 3.68871527 -0.12718783 1.33075718 -1.02506770 0.69099793 1.72681155 3.97795658 0.34387984 1.27979550 -1.09047079 3.68871527 3.97795658 39.85234227 -3.44063402 11.94079640 -11.80881942 -0.12718783 0.34387984 -3.44063402 0.53549511 -0.99554810 1.21813121 1.33075718 1.27979550 11.94079640 -0.99554810 3.51798386 -3.49613169 -1.02506770 -1.09047079 -11.80881942 1.21813121 -3.49613169 3.69973984 *** step number: 36 *** Deformation gradient in current step 0.28000000 -0.72000000 -0.72000000 0.72000000 1.72000000 0.72000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6210405213 Kirchhoff stress -0.49435E+00 0.41881E+00 -0.16998E+01 0.41881E+00 -0.62320E+00 0.16646E+01 -0.16998E+01 0.16646E+01 -0.60403E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.42849429 0.59420829 3.51307102 -0.19614123 1.21832753 -0.93901053 0.59420829 1.61290680 3.76064540 0.33690379 1.16764197 -0.98137369 3.51307102 3.76064540 43.37106202 -3.28987912 12.17402490 -12.04585816 -0.19614123 0.33690379 -3.28987912 0.44228863 -0.91307337 1.10988250 1.21832753 1.16764197 12.17402490 -0.91307337 3.34376184 -3.34144223 -0.93901053 -0.98137369 -12.04585816 1.10988250 -3.34144223 3.47745546 *** step number: 37 *** Deformation gradient in current step 0.26000000 -0.74000000 -0.74000000 0.74000000 1.74000000 0.74000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6858102933 Kirchhoff stress -0.44532E+00 0.40245E+00 -0.17043E+01 0.40245E+00 -0.58275E+00 0.16703E+01 -0.17043E+01 0.16703E+01 -0.65223E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.37401847 0.52221996 3.28485202 -0.17421203 1.08907618 -0.82608085 0.52221996 1.64000790 3.53140575 0.30985372 1.01888680 -0.79506999 3.28485202 3.53140575 46.96058619 -3.09730863 12.26771324 -12.14365227 -0.17421203 0.30985372 -3.09730863 0.37329320 -0.80356430 0.96571832 1.08907618 1.01888680 12.26771324 -0.80356430 3.11610146 -3.14425722 -0.82608085 -0.79506999 -12.14365227 0.96571832 -3.14425722 3.24457697 *** step number: 38 *** Deformation gradient in current step 0.24000000 -0.76000000 -0.76000000 0.76000000 1.76000000 0.76000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.7503577028 Kirchhoff stress -0.39562E+00 0.37860E+00 -0.16903E+01 0.37860E+00 -0.53142E+00 0.16587E+01 -0.16903E+01 0.16587E+01 -0.70047E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.24251706 0.46504147 3.01616930 -0.07294813 0.95158123 -0.68035044 0.46504147 1.71347539 3.28279267 0.26465894 0.85043438 -0.56921311 3.01616930 3.28279267 50.59436110 -2.85623064 12.21107178 -12.09035858 -0.07294813 0.26465894 -2.85623064 0.31845951 -0.66099456 0.80234998 0.95158123 0.85043438 12.21107178 -0.66099456 2.84702491 -2.89806349 -0.68035044 -0.56921311 -12.09035858 0.80234998 -2.89806349 2.99375549 *** step number: 39 *** Deformation gradient in current step 0.22000000 -0.78000000 -0.78000000 0.78000000 1.78000000 0.78000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.8141454036 Kirchhoff stress -0.34548E+00 0.34614E+00 -0.16562E+01 0.34614E+00 -0.46981E+00 0.16283E+01 -0.16562E+01 0.16283E+01 -0.74818E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.14584582 0.42306234 2.72620921 0.05397080 0.81533064 -0.52483100 0.42306234 1.76581742 3.00433581 0.24279322 0.69794757 -0.35290579 2.72620921 3.00433581 54.23955525 -2.56697777 12.01213327 -11.88804038 0.05397080 0.24279322 -2.56697777 0.27814324 -0.50830619 0.65523150 0.81533064 0.69794757 12.01213327 -0.50830619 2.55564557 -2.60339428 -0.52483100 -0.35290579 -11.88804038 0.65523150 -2.60339428 2.71453342 *** step number: 40 *** Deformation gradient in current step 0.20000000 -0.80000000 -0.80000000 0.80000000 1.80000000 0.80000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.8765265328 Kirchhoff stress -0.29292E+00 0.30805E+00 -0.16002E+01 0.30805E+00 -0.39945E+00 0.15779E+01 -0.16002E+01 0.15779E+01 -0.79475E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.23883347 0.39804798 2.41347146 0.10133008 0.64633976 -0.40791884 0.39804798 1.92574934 2.71228024 0.29000540 0.58502979 -0.15025354 2.41347146 2.71228024 57.86541903 -2.25304109 11.66426741 -11.52628063 0.10133008 0.29000540 -2.25304109 0.25412236 -0.39386387 0.54777254 0.64633976 0.58502979 11.66426741 -0.39386387 2.24043318 -2.28394570 -0.40791884 -0.15025354 -11.52628063 0.54777254 -2.28394570 2.42309442 *** step number: 41 *** Deformation gradient in current step 0.18000000 -0.82000000 -0.82000000 0.82000000 1.82000000 0.82000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.9367612256 Kirchhoff stress -0.23612E+00 0.26957E+00 -0.15211E+01 0.26957E+00 -0.31957E+00 0.15079E+01 -0.15211E+01 0.15079E+01 -0.83955E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.36026454 0.35708560 2.09606417 0.08683520 0.49298457 -0.33513717 0.35708560 2.03980899 2.39160421 0.33460690 0.47765297 -0.01533465 2.09606417 2.39160421 61.41501430 -1.94109589 11.15622599 -11.00301505 0.08683520 0.33460690 -1.94109589 0.21354503 -0.32319037 0.44577605 0.49298457 0.47765297 11.15622599 -0.32319037 1.91952025 -1.96659075 -0.33513717 -0.01533465 -11.00301505 0.44577605 -1.96659075 2.10431958 *** step number: 42 *** Deformation gradient in current step 0.16000000 -0.84000000 -0.84000000 0.84000000 1.84000000 0.84000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.9940651297 Kirchhoff stress -0.17966E+00 0.23010E+00 -0.14205E+01 0.23010E+00 -0.23968E+00 0.14163E+01 -0.14205E+01 0.14163E+01 -0.88201E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.39258051 0.29558788 1.77212309 0.08432536 0.37456361 -0.27398014 0.29558788 1.64004335 2.01759492 0.24804554 0.34553696 -0.01275656 1.77212309 2.01759492 64.79643269 -1.63994142 10.46241403 -10.32404108 0.08432536 0.24804554 -1.63994142 0.15192446 -0.26380543 0.31882266 0.37456361 0.34553696 10.46241403 -0.26380543 1.59111821 -1.66030850 -0.27398014 -0.01275656 -10.32404108 0.31882266 -1.66030850 1.73337231 *** step number: 43 *** Deformation gradient in current step 0.14000000 -0.86000000 -0.86000000 0.86000000 1.86000000 0.86000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 1.047463953 Kirchhoff stress -0.12373E+00 0.18819E+00 -0.12983E+01 0.18819E+00 -0.16971E+00 0.13001E+01 -0.12983E+01 0.13001E+01 -0.92143E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.51937097 0.24119692 1.37210519 0.11421788 0.18070121 -0.19789958 0.24119692 1.11038010 1.59388845 0.13966512 0.20736026 -0.10777940 1.37210519 1.59388845 67.88534604 -1.32939698 9.53180723 -9.48712871 0.11421788 0.13966512 -1.32939698 0.09702948 -0.18920832 0.18548508 0.18070121 0.20736026 9.53180723 -0.18920832 1.18580184 -1.34506997 -0.19789958 -0.10777940 -9.48712871 0.18548508 -1.34506997 1.31375134 *** step number: 44 *** Deformation gradient in current step 0.12000000 -0.88000000 -0.88000000 0.88000000 1.88000000 0.88000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 1.095768812 Kirchhoff stress -0.67449E-01 0.14555E+00 -0.11535E+01 0.14555E+00 -0.10984E+00 0.11593E+01 -0.11535E+01 0.11593E+01 -0.95703E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.54624757 0.23058684 1.03874780 0.12364549 0.07085171 -0.13310991 0.23058684 0.95650015 1.23039968 0.09926764 0.11424932 -0.12497721 1.03874780 1.23039968 70.72056029 -1.02413249 8.48736662 -8.47334056 0.12364549 0.09926764 -1.02413249 0.08565627 -0.12568246 0.09681548 0.07085171 0.11424932 8.48736662 -0.12568246 0.84643711 -1.03565224 -0.13310991 -0.12497721 -8.47334056 0.09681548 -1.03565224 0.95520273 *** step number: 45 *** Deformation gradient in current step 0.10000000 -0.90000000 -0.90000000 0.90000000 1.90000000 0.90000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 1.138045059 Kirchhoff stress -0.16302E-01 0.10622E+00 -0.99079E+00 0.10622E+00 -0.53151E-01 0.99849E+00 -0.99079E+00 0.99849E+00 -0.98839E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.46781609 0.23906320 0.79654935 0.11199233 0.05405906 -0.08513017 0.23906320 1.09353651 0.91008902 0.10137468 0.05139267 -0.09636336 0.79654935 0.91008902 73.24496446 -0.74560402 7.35232600 -7.31774793 0.11199233 0.10137468 -0.74560402 0.09323219 -0.07882610 0.03795764 0.05405906 0.05139267 7.35232600 -0.07882610 0.59766188 -0.75358234 -0.08513017 -0.09636336 -7.31774793 0.03795764 -0.75358234 0.64052065 *** step number: 46 *** Deformation gradient in current step 0.08000000 -0.92000000 -0.92000000 0.92000000 1.92000000 0.92000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 1.173701574 Kirchhoff stress 0.26958E-01 0.71980E-01 -0.81343E+00 0.71980E-01 0.24820E-02 0.82054E+00 -0.81343E+00 0.82054E+00 -0.10151E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.36494780 0.25550504 0.59965573 0.09150072 0.05388083 -0.03950710 0.25550504 1.24215512 0.63441198 0.09509395 0.00551171 -0.04478637 0.59965573 0.63441198 75.36528117 -0.49956355 6.08615202 -6.02810981 0.09150072 0.09509395 -0.49956355 0.10874909 -0.03426952 -0.00438164 0.05388083 0.00551171 6.08615202 -0.03426952 0.39376996 -0.50464867 -0.03950710 -0.04478637 -6.02810981 -0.00438164 -0.50464867 0.37100845 *** step number: 47 *** Deformation gradient in current step 0.06000000 -0.94000000 -0.94000000 0.94000000 1.94000000 0.94000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 1.202275520 Kirchhoff stress 0.62108E-01 0.43133E-01 -0.62361E+00 0.43133E-01 0.53631E-01 0.62877E+00 -0.62361E+00 0.62877E+00 -0.10365E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.26262196 0.28497307 0.43540551 0.05733594 0.03083711 0.01033987 0.28497307 1.08014605 0.42321486 0.04721382 -0.03420972 0.02008335 0.43540551 0.42321486 77.03147066 -0.30302047 4.67332925 -4.61094460 0.05733594 0.04721382 -0.30302047 0.13736541 0.01448802 -0.04101414 0.03083711 -0.03420972 4.67332925 0.01448802 0.22223478 -0.30586832 0.01033987 0.02008335 -4.61094460 -0.04101414 -0.30586832 0.16638687 *** step number: 48 *** Deformation gradient in current step 0.04000000 -0.96000000 -0.96000000 0.96000000 1.96000000 0.96000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 1.223274132 Kirchhoff stress 0.89263E-01 0.20136E-01 -0.42324E+00 0.20136E-01 0.90881E-01 0.42610E+00 -0.42324E+00 0.42610E+00 -0.10521E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.18384890 0.30520931 0.28355377 0.03122522 0.00833532 0.03323532 0.30520931 0.52723006 0.25100042 -0.00126715 -0.04578506 0.03540488 0.28355377 0.25100042 78.19412833 -0.14467109 3.16331263 -3.12269309 0.03122522 -0.00126715 -0.14467109 0.15691236 0.03619631 -0.04993606 0.00833532 -0.04578506 3.16331263 0.03619631 0.06293538 -0.14593168 0.03323532 0.03540488 -3.12269309 -0.04993606 -0.14593168 0.00106189 *** step number: 49 *** Deformation gradient in current step 0.02000000 -0.98000000 -0.98000000 0.98000000 1.98000000 0.98000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 1.236138144 Kirchhoff stress 0.10743E+00 0.51669E-02 -0.21425E+00 0.51669E-02 0.11025E+00 0.21511E+00 -0.21425E+00 0.21511E+00 -0.10617E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.12176559 0.31348634 0.16463201 0.01480771 -0.00131058 0.02479428 0.31348634 0.20214782 0.13794950 -0.00886201 -0.02843700 0.01423142 0.16463201 0.13794950 78.87075615 -0.03703511 1.59505558 -1.58275828 0.01480771 -0.00886201 -0.03703511 0.16473602 0.02639501 -0.03033594 -0.00131058 -0.02843700 1.59505558 0.02639501 -0.06347575 -0.03734940 0.02479428 0.01423142 -1.58275828 -0.03033594 -0.03734940 -0.10487361 *** step number: 50 *** Deformation gradient in current step 0.00000000 -1.00000000 -1.00000000 1.00000000 2.00000000 1.00000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 1.240471033 Kirchhoff stress 0.11509E+00 -0.16217E-11 0.19594E-08 -0.16217E-11 0.11509E+00 -0.17113E-08 0.19594E-08 -0.17113E-08 -0.10649E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.00045559 0.31601129 0.11118372 0.00000000 0.00000000 -0.00000000 0.31601129 0.00045559 0.11118372 -0.00000000 0.00000000 -0.00000000 0.11118372 0.11118372 79.09498541 0.00000000 -0.00000001 0.00000001 0.00000000 -0.00000000 0.00000000 0.16710000 -0.00000000 0.00000000 0.00000000 0.00000000 -0.00000001 -0.00000000 -0.12435055 0.00000000 -0.00000000 -0.00000000 0.00000001 0.00000000 0.00000000 -0.12435055 *** step number: 51 *** Deformation gradient in current step -0.02000000 -1.02000000 -1.02000000 1.02000000 2.02000000 1.02000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 1.236138144 Kirchhoff stress 0.11025E+00 0.51669E-02 0.21511E+00 0.51669E-02 0.10743E+00 -0.21425E+00 0.21511E+00 -0.21425E+00 -0.10617E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.20214782 0.31348634 0.13794951 -0.00886201 0.01423142 -0.02843700 0.31348634 -0.12176559 0.16463201 0.01480771 0.02479428 -0.00131058 0.13794951 0.16463201 78.87075614 -0.03703512 -1.58275831 1.59505561 -0.00886201 0.01480771 -0.03703512 0.16473602 -0.03033594 0.02639501 0.01423142 0.02479428 -1.58275831 -0.03033594 -0.10487361 -0.03734940 -0.02843700 -0.00131058 1.59505561 0.02639501 -0.03734940 -0.06347574 *** step number: 52 *** Deformation gradient in current step -0.04000000 -1.04000000 -1.04000000 1.04000000 2.04000000 1.04000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 1.223274131 Kirchhoff stress 0.90881E-01 0.20136E-01 0.42610E+00 0.20136E-01 0.89263E-01 -0.42324E+00 0.42610E+00 -0.42324E+00 -0.10521E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.52723006 0.30520931 0.25100042 -0.00126715 0.03540488 -0.04578506 0.30520931 -0.18384890 0.28355377 0.03122522 0.03323532 0.00833532 0.25100042 0.28355377 78.19412831 -0.14467109 -3.12269312 3.16331265 -0.00126715 0.03122522 -0.14467109 0.15691235 -0.04993606 0.03619631 0.03540488 0.03323532 -3.12269312 -0.04993606 0.00106189 -0.14593168 -0.04578506 0.00833532 3.16331265 0.03619631 -0.14593168 0.06293538 *** step number: 53 *** Deformation gradient in current step -0.06000000 -1.06000000 -1.06000000 1.06000000 2.06000000 1.06000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 1.202275520 Kirchhoff stress 0.53631E-01 0.43133E-01 0.62877E+00 0.43133E-01 0.62108E-01 -0.62361E+00 0.62877E+00 -0.62361E+00 -0.10365E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08014604 0.28497307 0.42321486 0.04721382 0.02008335 -0.03420972 0.28497307 -0.26262196 0.43540551 0.05733594 0.01033987 0.03083711 0.42321486 0.43540551 77.03147063 -0.30302047 -4.61094463 4.67332928 0.04721382 0.05733594 -0.30302047 0.13736541 -0.04101414 0.01448802 0.02008335 0.01033987 -4.61094463 -0.04101414 0.16638687 -0.30586832 -0.03420972 0.03083711 4.67332928 0.01448802 -0.30586832 0.22223479 *** step number: 54 *** Deformation gradient in current step -0.08000000 -1.08000000 -1.08000000 1.08000000 2.08000000 1.08000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 1.173701573 Kirchhoff stress 0.24820E-02 0.71980E-01 0.82054E+00 0.71980E-01 0.26958E-01 -0.81343E+00 0.82054E+00 -0.81343E+00 -0.10151E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.24215512 0.25550504 0.63441199 0.09509395 -0.04478637 0.00551171 0.25550504 -0.36494780 0.59965574 0.09150072 -0.03950710 0.05388083 0.63441199 0.59965574 75.36528114 -0.49956355 -6.02810983 6.08615204 0.09509395 0.09150072 -0.49956355 0.10874909 -0.00438164 -0.03426952 -0.04478637 -0.03950710 -6.02810983 -0.00438164 0.37100845 -0.50464868 0.00551171 0.05388083 6.08615204 -0.03426952 -0.50464868 0.39376996 *** step number: 55 *** Deformation gradient in current step -0.10000000 -1.10000000 -1.10000000 1.10000000 2.10000000 1.10000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 1.138045058 Kirchhoff stress -0.53151E-01 0.10622E+00 0.99849E+00 0.10622E+00 -0.16302E-01 -0.99079E+00 0.99849E+00 -0.99079E+00 -0.98839E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09353651 0.23906320 0.91008903 0.10137468 -0.09636336 0.05139268 0.23906320 -0.46781609 0.79654935 0.11199233 -0.08513017 0.05405906 0.91008903 0.79654935 73.24496442 -0.74560402 -7.31774795 7.35232603 0.10137468 0.11199233 -0.74560402 0.09323219 0.03795764 -0.07882610 -0.09636336 -0.08513017 -7.31774795 0.03795764 0.64052065 -0.75358235 0.05139268 0.05405906 7.35232603 -0.07882610 -0.75358235 0.59766189 *** step number: 56 *** Deformation gradient in current step -0.12000000 -1.12000000 -1.12000000 1.12000000 2.12000000 1.12000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 1.095768811 Kirchhoff stress -0.10984E+00 0.14555E+00 0.11593E+01 0.14555E+00 -0.67449E-01 -0.11535E+01 0.11593E+01 -0.11535E+01 -0.95703E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95650015 0.23058684 1.23039969 0.09926764 -0.12497722 0.11424932 0.23058684 -0.54624757 1.03874780 0.12364549 -0.13310991 0.07085171 1.23039969 1.03874780 70.72056025 -1.02413250 -8.47334058 8.48736664 0.09926764 0.12364549 -1.02413250 0.08565627 0.09681548 -0.12568246 -0.12497722 -0.13310991 -8.47334058 0.09681548 0.95520273 -1.03565225 0.11424932 0.07085171 8.48736664 -0.12568246 -1.03565225 0.84643711 *** step number: 57 *** Deformation gradient in current step -0.14000000 -1.14000000 -1.14000000 1.14000000 2.14000000 1.14000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 1.047463952 Kirchhoff stress -0.16971E+00 0.18819E+00 0.13001E+01 0.18819E+00 -0.12373E+00 -0.12983E+01 0.13001E+01 -0.12983E+01 -0.92143E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11038010 0.24119692 1.59388845 0.13966512 -0.10777940 0.20736026 0.24119692 -0.51937097 1.37210520 0.11421788 -0.19789958 0.18070121 1.59388845 1.37210520 67.88534599 -1.32939698 -9.48712873 9.53180724 0.13966512 0.11421788 -1.32939698 0.09702948 0.18548509 -0.18920832 -0.10777940 -0.19789958 -9.48712873 0.18548509 1.31375135 -1.34506997 0.20736026 0.18070121 9.53180724 -0.18920832 -1.34506997 1.18580184 *** step number: 58 *** Deformation gradient in current step -0.16000000 -1.16000000 -1.16000000 1.16000000 2.16000000 1.16000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.9940651288 Kirchhoff stress -0.23968E+00 0.23010E+00 0.14163E+01 0.23010E+00 -0.17966E+00 -0.14205E+01 0.14163E+01 -0.14205E+01 -0.88201E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.64004335 0.29558788 2.01759493 0.24804554 -0.01275657 0.34553696 0.29558788 -0.39258051 1.77212310 0.08432536 -0.27398014 0.37456361 2.01759493 1.77212310 64.79643263 -1.63994142 -10.32404110 10.46241405 0.24804554 0.08432536 -1.63994142 0.15192446 0.31882266 -0.26380543 -0.01275657 -0.27398014 -10.32404110 0.31882266 1.73337232 -1.66030851 0.34553696 0.37456361 10.46241405 -0.26380543 -1.66030851 1.59111822 *** step number: 59 *** Deformation gradient in current step -0.18000000 -1.18000000 -1.18000000 1.18000000 2.18000000 1.18000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.9367612246 Kirchhoff stress -0.31957E+00 0.26957E+00 0.15079E+01 0.26957E+00 -0.23612E+00 -0.15211E+01 0.15079E+01 -0.15211E+01 -0.83955E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.03980899 0.35708560 2.39160421 0.33460690 -0.01533465 0.47765297 0.35708560 -0.36026454 2.09606417 0.08683520 -0.33513717 0.49298457 2.39160421 2.09606417 61.41501424 -1.94109590 -11.00301506 11.15622600 0.33460690 0.08683520 -1.94109590 0.21354503 0.44577606 -0.32319037 -0.01533465 -0.33513717 -11.00301506 0.44577606 2.10431958 -1.96659076 0.47765297 0.49298457 11.15622600 -0.32319037 -1.96659076 1.91952025 *** step number: 60 *** Deformation gradient in current step -0.20000000 -1.20000000 -1.20000000 1.20000000 2.20000000 1.20000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.8765265318 Kirchhoff stress -0.39945E+00 0.30805E+00 0.15779E+01 0.30805E+00 -0.29292E+00 -0.16002E+01 0.15779E+01 -0.16002E+01 -0.79475E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.92574934 0.39804798 2.71228025 0.29000540 -0.15025355 0.58502979 0.39804798 -0.23883347 2.41347146 0.10133008 -0.40791884 0.64633976 2.71228025 2.41347146 57.86541897 -2.25304109 -11.52628064 11.66426742 0.29000540 0.10133008 -2.25304109 0.25412236 0.54777255 -0.39386387 -0.15025355 -0.40791884 -11.52628064 0.54777255 2.42309442 -2.28394570 0.58502979 0.64633976 11.66426742 -0.39386387 -2.28394570 2.24043319 *** step number: 61 *** Deformation gradient in current step -0.22000000 -1.22000000 -1.22000000 1.22000000 2.22000000 1.22000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.8141454024 Kirchhoff stress -0.46981E+00 0.34614E+00 0.16283E+01 0.34614E+00 -0.34548E+00 -0.16562E+01 0.16283E+01 -0.16562E+01 -0.74818E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.76581742 0.42306234 3.00433581 0.24279322 -0.35290579 0.69794757 0.42306234 -0.14584581 2.72620921 0.05397080 -0.52483100 0.81533064 3.00433581 2.72620921 54.23955518 -2.56697777 -11.88804039 12.01213328 0.24279322 0.05397080 -2.56697777 0.27814325 0.65523150 -0.50830619 -0.35290579 -0.52483100 -11.88804039 0.65523150 2.71453343 -2.60339429 0.69794757 0.81533064 12.01213328 -0.50830619 -2.60339429 2.55564558 *** step number: 62 *** Deformation gradient in current step -0.24000000 -1.24000000 -1.24000000 1.24000000 2.24000000 1.24000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.7503577017 Kirchhoff stress -0.53142E+00 0.37860E+00 0.16587E+01 0.37860E+00 -0.39562E+00 -0.16903E+01 0.16587E+01 -0.16903E+01 -0.70047E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.71347539 0.46504147 3.28279267 0.26465894 -0.56921311 0.85043438 0.46504147 -0.24251705 3.01616931 -0.07294813 -0.68035045 0.95158123 3.28279267 3.01616931 50.59436103 -2.85623064 -12.09035859 12.21107179 0.26465894 -0.07294813 -2.85623064 0.31845951 0.80234998 -0.66099457 -0.56921311 -0.68035045 -12.09035859 0.80234998 2.99375549 -2.89806349 0.85043438 0.95158123 12.21107179 -0.66099457 -2.89806349 2.84702491 *** step number: 63 *** Deformation gradient in current step -0.26000000 -1.26000000 -1.26000000 1.26000000 2.26000000 1.26000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6858102922 Kirchhoff stress -0.58275E+00 0.40245E+00 0.16703E+01 0.40245E+00 -0.44532E+00 -0.17043E+01 0.16703E+01 -0.17043E+01 -0.65223E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.64000790 0.52221996 3.53140576 0.30985372 -0.79506999 1.01888680 0.52221996 -0.37401847 3.28485203 -0.17421203 -0.82608086 1.08907619 3.53140576 3.28485203 46.96058613 -3.09730863 -12.14365227 12.26771324 0.30985372 -0.17421203 -3.09730863 0.37329321 0.96571833 -0.80356431 -0.79506999 -0.82608086 -12.14365227 0.96571833 3.24457698 -3.14425722 1.01888680 1.08907619 12.26771324 -0.80356431 -3.14425722 3.11610147 *** step number: 64 *** Deformation gradient in current step -0.28000000 -1.28000000 -1.28000000 1.28000000 2.28000000 1.28000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6210405201 Kirchhoff stress -0.62320E+00 0.41881E+00 0.16646E+01 0.41881E+00 -0.49435E+00 -0.16998E+01 0.16646E+01 -0.16998E+01 -0.60403E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.61290680 0.59420829 3.76064540 0.33690379 -0.98137369 1.16764197 0.59420829 -0.42849429 3.51307102 -0.19614123 -0.93901053 1.21832753 3.76064540 3.51307102 43.37106196 -3.28987913 -12.04585816 12.17402489 0.33690379 -0.19614123 -3.28987913 0.44228863 1.10988250 -0.91307338 -0.98137369 -0.93901053 -12.04585816 1.10988250 3.47745546 -3.34144223 1.16764197 1.21832753 12.17402489 -0.91307338 -3.34144223 3.34376184 *** step number: 65 *** Deformation gradient in current step -0.30000000 -1.30000000 -1.30000000 1.30000000 2.30000000 1.30000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.5565748979 Kirchhoff stress -0.65577E+00 0.43064E+00 0.16423E+01 0.43064E+00 -0.54079E+00 -0.16785E+01 0.16423E+01 -0.16785E+01 -0.55655E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.72681156 0.69099793 3.97795658 0.34387984 -1.09047079 1.27979550 0.69099793 -0.26424837 3.68871527 -0.12718784 -1.02506770 1.33075718 3.97795658 3.68871527 39.85234221 -3.44063402 -11.80881942 11.94079640 0.34387984 -0.12718784 -3.44063402 0.53549511 1.21813122 -0.99554811 -1.09047079 -1.02506770 -11.80881942 1.21813122 3.69973985 -3.49613169 1.27979550 1.33075718 11.94079640 -0.99554811 -3.49613169 3.51798386 *** step number: 66 *** Deformation gradient in current step -0.32000000 -1.32000000 -1.32000000 1.32000000 2.32000000 1.32000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.4930494466 Kirchhoff stress -0.68388E+00 0.43956E+00 0.16037E+01 0.43956E+00 -0.57892E+00 -0.16417E+01 0.16037E+01 -0.16417E+01 -0.51030E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.94062262 0.82405072 4.15558801 0.38445057 -1.15596531 1.37749966 0.82405072 0.19590625 3.82588190 -0.02528314 -1.11833072 1.45410506 4.15558801 3.82588190 36.40333383 -3.55452250 -11.49025194 11.61663723 0.38445057 -0.02528314 -3.55452250 0.66443666 1.31277038 -1.08517746 -1.15596531 -1.11833072 -11.49025194 1.31277038 3.88351398 -3.61312732 1.37749966 1.45410506 11.61663723 -1.08517746 -3.61312732 3.65295285 *** step number: 67 *** Deformation gradient in current step -0.34000000 -1.34000000 -1.34000000 1.34000000 2.34000000 1.34000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.4311897913 Kirchhoff stress -0.70557E+00 0.44152E+00 0.15508E+01 0.44152E+00 -0.60470E+00 -0.15909E+01 0.15508E+01 -0.15909E+01 -0.46541E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.03676909 1.00013016 4.23078587 0.55238171 -1.29119658 1.50905283 1.00013016 0.67141619 3.93944482 -0.01310165 -1.25657744 1.61309625 4.23078587 3.93944482 33.01107827 -3.62810831 -11.16633295 11.25546531 0.55238171 -0.01310165 -3.62810831 0.83597484 1.44221676 -1.21985972 -1.29119658 -1.25657744 -11.16633295 1.44221676 3.96580789 -3.68888607 1.50905283 1.61309625 11.25546531 -1.21985972 -3.68888607 3.76365723 *** step number: 68 *** Deformation gradient in current step -0.36000000 -1.36000000 -1.36000000 1.36000000 2.36000000 1.36000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.3715445796 Kirchhoff stress -0.71746E+00 0.43241E+00 0.14887E+01 0.43241E+00 -0.62231E+00 -0.15290E+01 0.14887E+01 -0.15290E+01 -0.42187E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.37214360 1.25241005 4.17532468 0.82848140 -1.49913497 1.62027376 1.25241005 0.76046723 3.96766129 0.06892914 -1.35895353 1.67626693 4.17532468 3.96766129 29.66799730 -3.64166881 -10.80477167 10.78447354 0.82848140 0.06892914 -3.64166881 1.08341516 1.55236432 -1.31886297 -1.49913497 -1.35895353 -10.80477167 1.55236432 3.91814564 -3.70362486 1.62027376 1.67626693 10.78447354 -1.31886297 -3.70362486 3.78849228 *** step number: 69 *** Deformation gradient in current step -0.38000000 -1.38000000 -1.38000000 1.38000000 2.38000000 1.38000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.3143177457 Kirchhoff stress -0.72503E+00 0.41420E+00 0.14215E+01 0.41420E+00 -0.64252E+00 -0.14598E+01 0.14215E+01 -0.14598E+01 -0.38010E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.09899702 1.62139678 4.11891175 1.16651320 -1.61695319 1.67301341 1.62139678 0.75033070 3.94006380 0.25780343 -1.42085331 1.69643457 4.11891175 3.94006380 26.51510931 -3.62405277 -10.31177597 10.20532215 1.16651320 0.25780343 -3.62405277 1.44739486 1.60507943 -1.37769078 -1.61695319 -1.42085331 -10.31177597 1.60507943 3.86995155 -3.68617891 1.67301341 1.69643457 10.20532215 -1.37769078 -3.68617891 3.75712321 *** step number: 70 *** Deformation gradient in current step -0.40000000 -1.40000000 -1.40000000 1.40000000 2.40000000 1.40000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.2596729242 Kirchhoff stress -0.73455E+00 0.38920E+00 0.13477E+01 0.38920E+00 -0.66624E+00 -0.13839E+01 0.13477E+01 -0.13839E+01 -0.34066E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.97400004 2.10354646 4.08298374 1.56200607 -1.65739820 1.69026287 2.10354646 1.01728053 3.89584907 0.54419814 -1.46819037 1.74975022 4.08298374 3.89584907 23.63866431 -3.57760886 -9.70128447 9.57306276 1.56200607 0.54419814 -3.57760886 1.92450659 1.62331806 -1.42234938 -1.65739820 -1.46819037 -9.70128447 1.62331806 3.84237407 -3.63893021 1.69026287 1.74975022 9.57306276 -1.42234938 -3.63893021 3.70888060 *** step number: 71 *** Deformation gradient in current step -0.42000000 -1.42000000 -1.42000000 1.42000000 2.42000000 1.42000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.2078865287 Kirchhoff stress -0.74476E+00 0.35848E+00 0.12680E+01 0.35848E+00 -0.68837E+00 -0.13013E+01 0.12680E+01 -0.13013E+01 -0.30380E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.74100608 2.65614364 4.04752643 2.00042640 -1.69329012 1.69268054 2.65614364 1.58696610 3.85021769 0.91635570 -1.51342766 1.83566484 4.04752643 3.85021769 21.06023597 -3.49219884 -9.03540185 8.93177301 2.00042640 0.91635570 -3.49219884 2.47213865 1.62765489 -1.46538408 -1.69329012 -1.51342766 -9.03540185 1.62765489 3.81507648 -3.55181248 1.69268054 1.83566484 8.93177301 -1.46538408 -3.55181248 3.65908632 *** step number: 72 *** Deformation gradient in current step -0.44000000 -1.44000000 -1.44000000 1.44000000 2.44000000 1.44000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.1592461939 Kirchhoff stress -0.75109E+00 0.32299E+00 0.11835E+01 0.32299E+00 -0.70397E+00 -0.12129E+01 0.11835E+01 -0.12129E+01 -0.26958E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 5.19049222 3.20214103 4.00320175 2.44900872 -1.71031738 1.69521529 3.20214103 2.35767224 3.80776522 1.36164861 -1.55246994 1.93590302 4.00320175 3.80776522 18.76817650 -3.36667834 -8.34433028 8.30685208 2.44900872 1.36164861 -3.36667834 3.01325741 1.63290540 -1.50277615 -1.71031738 -1.55246994 -8.34433028 1.63290540 3.77834382 -3.42378671 1.69521529 1.93590302 8.30685208 -1.50277615 -3.42378671 3.61240344 *** step number: 73 *** Deformation gradient in current step -0.46000000 -1.46000000 -1.46000000 1.46000000 2.46000000 1.46000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.1139595758 Kirchhoff stress -0.74618E+00 0.28475E+00 0.10962E+01 0.28475E+00 -0.70928E+00 -0.11197E+01 0.10962E+01 -0.11197E+01 -0.23792E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 5.23862228 3.67796903 3.91404326 2.76039314 -1.75889002 1.69270399 3.67796903 3.18624199 3.75989588 1.83875084 -1.57925504 2.02430956 3.91404326 3.75989588 16.71314281 -3.21063314 -7.66658780 7.69936950 2.76039314 1.83875084 -3.21063314 3.48428558 1.63374867 -1.52851338 -1.75889002 -1.57925504 -7.66658780 1.63374867 3.69589335 -3.26457466 1.69270399 2.02430956 7.69936950 -1.52851338 -3.26457466 3.56026873 *** step number: 74 *** Deformation gradient in current step -0.48000000 -1.48000000 -1.48000000 1.48000000 2.48000000 1.48000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.7207102610E-01 Kirchhoff stress -0.72486E+00 0.24855E+00 0.10095E+01 0.24855E+00 -0.70293E+00 -0.10234E+01 0.10095E+01 -0.10234E+01 -0.20867E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.95038680 4.01376786 3.75669975 2.80762204 -1.86478629 1.66877607 4.01376786 3.92023150 3.68141945 2.27958380 -1.59584639 2.06116016 3.75669975 3.68141945 14.83127595 -3.04141671 -7.03349317 7.09078992 2.80762204 2.27958380 -3.04141671 3.81536678 1.61364870 -1.54467638 -1.86478629 -1.59584639 -7.03349317 1.61364870 3.54415815 -3.09168264 1.66877607 2.06116016 7.09078992 -1.54467638 -3.09168264 3.47751663 *** step number: 75 *** Deformation gradient in current step -0.50000000 -1.50000000 -1.50000000 1.50000000 2.50000000 1.50000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.3345602322E-01 Kirchhoff stress -0.68537E+00 0.21891E+00 0.92626E+00 0.21891E+00 -0.68537E+00 -0.92626E+00 0.92626E+00 -0.92626E+00 -0.18171E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.44331746 4.13688943 3.53761819 2.59592612 -1.99758962 1.61342410 4.13688943 4.44331746 3.53761819 2.59592612 -1.61342410 1.99758962 3.53761819 3.53761819 13.07116913 -2.87659490 -6.45786177 6.45786177 2.59592612 2.59592612 -2.87659490 3.93385478 1.56243446 -1.56243446 -1.99758962 -1.61342410 -6.45786177 1.56243446 3.32945203 -2.92283063 1.61342410 1.99758962 6.45786177 -1.56243446 -2.92283063 3.32945203 *** step number: 76 *** Deformation gradient in current step -0.52000000 -1.52000000 -1.52000000 1.52000000 2.52000000 1.52000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2112815927E-02 Kirchhoff stress -0.63137E+00 0.19769E+00 0.84749E+00 0.19769E+00 -0.65838E+00 -0.83190E+00 0.84749E+00 -0.83190E+00 -0.15703E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.87646494 4.03134715 3.28568393 2.18830106 -2.09914066 1.53387479 4.03134715 4.71877214 3.31269654 2.69529340 -1.63932511 1.80919626 3.28568393 3.31269654 11.41685084 -2.72355236 -5.93332004 5.79776204 2.18830106 2.69529340 -2.72355236 3.82376971 1.48718393 -1.58909047 -2.09914066 -1.63932511 -5.93332004 1.48718393 3.08061128 -2.76554695 1.53387479 1.80919626 5.79776204 -1.58909047 -2.76554695 3.10030092 *** step number: 77 *** Deformation gradient in current step -0.54000000 -1.54000000 -1.54000000 1.54000000 2.54000000 1.54000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.3486798718E-01 Kirchhoff stress -0.56904E+00 0.18362E+00 0.77277E+00 0.18362E+00 -0.62308E+00 -0.74323E+00 0.77277E+00 -0.74323E+00 -0.13465E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.32466784 3.74844746 3.03643356 1.67807602 -2.12360175 1.45392141 3.74844746 4.88142782 3.07950419 2.55434342 -1.64678035 1.60872612 3.03643356 3.07950419 9.90448294 -2.56446792 -5.43464317 5.16756475 1.67807602 2.55434342 -2.56446792 3.53645010 1.41156511 -1.59782615 -2.12360175 -1.64678035 -5.43464317 1.41156511 2.83320444 -2.60213827 1.45392141 1.60872612 5.16756475 -1.59782615 -2.60213827 2.86295271 *** step number: 78 *** Deformation gradient in current step -0.56000000 -1.56000000 -1.56000000 1.56000000 2.56000000 1.56000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.6491629518E-01 Kirchhoff stress -0.50389E+00 0.17387E+00 0.70163E+00 0.17387E+00 -0.57715E+00 -0.65972E+00 0.70163E+00 -0.65972E+00 -0.11442E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.80155744 3.35554849 2.80434570 1.14759252 -2.06643414 1.38175821 3.35554849 4.95596048 2.86169755 2.18141666 -1.62047101 1.44876635 2.80434570 2.86169755 8.53666957 -2.38955643 -4.94409654 4.58060680 1.14759252 2.18141666 -2.38955643 3.13929921 1.34367314 -1.57326327 -2.06643414 -1.62047101 -4.94409654 1.34367314 2.60180158 -2.42292867 1.38175821 1.44876635 4.58060680 -1.57326327 -2.42292867 2.64112203 *** step number: 79 *** Deformation gradient in current step -0.58000000 -1.58000000 -1.58000000 1.58000000 2.58000000 1.58000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.9225767712E-01 Kirchhoff stress -0.43943E+00 0.16482E+00 0.63382E+00 0.16482E+00 -0.52331E+00 -0.58257E+00 0.63382E+00 -0.58257E+00 -0.96333E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.26828779 2.89254515 2.58303414 0.65485417 -1.96505511 1.30838576 2.89254515 4.70468297 2.62005189 1.68777610 -1.56128327 1.27864423 2.58303414 2.62005189 7.29511351 -2.20047851 -4.45703120 4.01077426 0.65485417 1.68777610 -2.20047851 2.67224983 1.27443167 -1.51621509 -1.96505511 -1.56128327 -4.45703120 1.27443167 2.38014896 -2.22966869 1.30838576 1.27864423 4.01077426 -1.51621509 -2.22966869 2.39563540 *** step number: 80 *** Deformation gradient in current step -0.60000000 -1.60000000 -1.60000000 1.60000000 2.60000000 1.60000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1169832473 Kirchhoff stress -0.37639E+00 0.15592E+00 0.57053E+00 0.15592E+00 -0.46794E+00 -0.51208E+00 0.57053E+00 -0.51208E+00 -0.80354E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.65544471 2.39985181 2.35653530 0.20926026 -1.88499826 1.21781302 2.39985181 4.18143813 2.38767989 1.23243239 -1.46539757 1.16112839 2.35653530 2.38767989 6.19884857 -2.00016292 -3.97936572 3.48156765 0.20926026 1.23243239 -2.00016292 2.17575835 1.18779210 -1.42278068 -1.88499826 -1.46539757 -3.97936572 1.18779210 2.15244553 -2.02535550 1.21781302 1.16112839 3.48156765 -1.42278068 -2.02535550 2.15966149 *** step number: 81 *** Deformation gradient in current step -0.62000000 -1.62000000 -1.62000000 1.62000000 2.62000000 1.62000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1393074345 Kirchhoff stress -0.31472E+00 0.14788E+00 0.51330E+00 0.14788E+00 -0.41458E+00 -0.44724E+00 0.51330E+00 -0.44724E+00 -0.66321E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.19652818 1.93551332 2.13767065 -0.12925149 -1.79268883 1.11333391 1.93551332 3.45652531 2.16013844 0.79183802 -1.36342120 1.04486123 2.13767065 2.16013844 5.25892749 -1.80265052 -3.52282872 3.00336274 -0.12925149 0.79183802 -1.80265052 1.70791703 1.08700633 -1.32348262 -1.79268883 -1.36342120 -3.52282872 1.08700633 1.93168884 -1.82408411 1.11333391 1.04486123 3.00336274 -1.32348262 -1.82408411 1.92881597 *** step number: 82 *** Deformation gradient in current step -0.64000000 -1.64000000 -1.64000000 1.64000000 2.64000000 1.64000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1594806634 Kirchhoff stress -0.25994E+00 0.13767E+00 0.46076E+00 0.13767E+00 -0.36930E+00 -0.38844E+00 0.46076E+00 -0.38844E+00 -0.54073E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04902608 1.56686342 1.94719556 -0.29667974 -1.64988765 1.01755354 1.56686342 2.63932830 1.97028561 0.36855487 -1.27798363 0.92738239 1.94719556 1.97028561 4.49241435 -1.62149969 -3.10382501 2.60801177 -0.29667974 0.36855487 -1.62149969 1.33608831 0.99464020 -1.24086262 -1.64988765 -1.27798363 -3.10382501 0.99464020 1.73880896 -1.63945665 1.01755354 0.92738239 2.60801177 -1.24086262 -1.63945665 1.73598997 *** step number: 83 *** Deformation gradient in current step -0.66000000 -1.66000000 -1.66000000 1.66000000 2.66000000 1.66000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1776848224 Kirchhoff stress -0.21432E+00 0.12307E+00 0.41140E+00 0.12307E+00 -0.33190E+00 -0.33368E+00 0.41140E+00 -0.33368E+00 -0.43256E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04291981 1.32362267 1.77811867 -0.33799182 -1.49639859 0.93137901 1.32362267 2.03723135 1.82561137 0.04679555 -1.19997425 0.84626445 1.77811867 1.82561137 3.86588277 -1.45984342 -2.73561198 2.28489105 -0.33799182 0.04679555 -1.45984342 1.09001602 0.91157514 -1.16572802 -1.49639859 -1.19997425 -2.73561198 0.91157514 1.56698788 -1.47463612 0.93137901 0.84626445 2.28489105 -1.16572802 -1.47463612 1.58870019 *** step number: 84 *** Deformation gradient in current step -0.68000000 -1.68000000 -1.68000000 1.68000000 2.68000000 1.68000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1939606911 Kirchhoff stress -0.16453E+00 0.93969E-01 0.34825E+00 0.93969E-01 -0.29110E+00 -0.26752E+00 0.34825E+00 -0.26752E+00 -0.31347E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.65340417 1.84314024 3.07012204 -0.98801002 -2.31538457 1.82007050 1.84314024 2.28994707 3.06140244 -0.76493513 -2.07131910 1.66986473 3.07012204 3.06140244 6.41169145 -2.73560049 -4.50768539 4.05785521 -0.98801002 -0.76493513 -2.73560049 1.60705319 1.80306375 -2.03994425 -2.31538457 -2.07131910 -4.50768539 1.80306375 2.85604525 -2.74755397 1.82007050 1.66986473 4.05785521 -2.03994425 -2.74755397 2.82224265 *** step number: 85 *** Deformation gradient in current step -0.70000000 -1.70000000 -1.70000000 1.70000000 2.70000000 1.70000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2071211958 Kirchhoff stress -0.10126E+00 0.48523E-01 0.26439E+00 0.48523E-01 -0.23896E+00 -0.18414E+00 0.26439E+00 -0.18414E+00 -0.17709E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04345514 1.37967100 2.11128806 -0.63342424 -1.57455444 1.15135363 1.37967100 1.82616362 2.02688745 -0.41813082 -1.38977655 0.97829308 2.11128806 2.02688745 4.02235215 -1.74355536 -2.90191788 2.45485016 -0.63342424 -0.41813082 -1.74355536 1.14111647 1.13682068 -1.36119955 -1.57455444 -1.38977655 -2.90191788 1.13682068 1.89386684 -1.75300104 1.15135363 0.97829308 2.45485016 -1.36119955 -1.75300104 1.78551749 *** step number: 86 *** Deformation gradient in current step -0.72000000 -1.72000000 -1.72000000 1.72000000 2.72000000 1.72000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2178022075 Kirchhoff stress -0.57843E-01 0.23995E-01 0.21000E+00 0.23995E-01 -0.20447E+00 -0.13252E+00 0.21000E+00 -0.13252E+00 -0.95478E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.66970405 1.05808549 1.45310286 -0.34634268 -1.03583210 0.66294202 1.05808549 1.73360144 1.32392372 -0.12725044 -0.90152502 0.51644598 1.45310286 1.32392372 2.46067143 -1.06349516 -1.81562088 1.36356096 -0.34634268 -0.12725044 -1.06349516 0.81610327 0.65053320 -0.87555751 -1.03583210 -0.90152502 -1.81562088 0.65053320 1.23114020 -1.07077384 0.66294202 0.51644598 1.36356096 -0.87555751 -1.07077384 1.07940671 *** step number: 87 *** Deformation gradient in current step -0.74000000 -1.74000000 -1.74000000 1.74000000 2.74000000 1.74000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2269054778 Kirchhoff stress -0.30045E-01 0.13381E-01 0.17589E+00 0.13381E-01 -0.17785E+00 -0.10168E+00 0.17589E+00 -0.10168E+00 -0.49353E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.46818258 0.84306632 1.00288536 -0.09998882 -0.69988577 0.34193695 0.84306632 1.79165994 0.87267186 0.07042410 -0.58654680 0.22555036 1.00288536 0.87267186 1.46227887 -0.62070655 -1.15007573 0.66633660 -0.09998882 0.07042410 -0.62070655 0.59694335 0.33136096 -0.56304706 -0.69988577 -0.58654680 -1.15007573 0.33136096 0.77547095 -0.62611172 0.34193695 0.22555036 0.66633660 -0.56304706 -0.62611172 0.62431688 *** step number: 88 *** Deformation gradient in current step -0.76000000 -1.76000000 -1.76000000 1.76000000 2.76000000 1.76000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2349550988 Kirchhoff stress -0.12207E-01 0.10192E-01 0.15553E+00 0.10192E-01 -0.15489E+00 -0.84249E-01 0.15553E+00 -0.84249E-01 -0.24023E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.34697945 0.70743385 0.71131969 0.08873218 -0.50498107 0.15585129 0.70743385 1.79535970 0.59716063 0.17351406 -0.39829829 0.03428619 0.71131969 0.59716063 0.84049914 -0.34744642 -0.78531486 0.25285737 0.08873218 0.17351406 -0.34744642 0.45680290 0.14686470 -0.37717391 -0.50498107 -0.39829829 -0.78531486 0.14686470 0.47790838 -0.35124037 0.15585129 0.03428619 0.25285737 -0.37717391 -0.35124037 0.34461713 *** step number: 89 *** Deformation gradient in current step -0.78000000 -1.78000000 -1.78000000 1.78000000 2.78000000 1.78000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2422998509 Kirchhoff stress -0.58572E-03 0.10132E-01 0.14340E+00 0.10132E-01 -0.13562E+00 -0.75510E-01 0.14340E+00 -0.75510E-01 -0.99964E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.29807724 0.63403575 0.55710727 0.20989595 -0.37086450 0.06437571 0.63403575 1.70529062 0.44551149 0.21798265 -0.28592762 -0.08922381 0.55710727 0.44551149 0.48383622 -0.18830987 -0.59935912 0.03646351 0.20989595 0.21798265 -0.18830987 0.37878746 0.05676522 -0.26711692 -0.37086450 -0.28592762 -0.59935912 0.05676522 0.31743201 -0.19074454 0.06437571 -0.08922381 0.03646351 -0.26711692 -0.19074454 0.18867191 *** step number: 90 *** Deformation gradient in current step -0.80000000 -1.80000000 -1.80000000 1.80000000 2.80000000 1.80000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2491638730 Kirchhoff stress 0.69402E-02 0.11554E-01 0.13495E+00 0.11554E-01 -0.11939E+00 -0.71600E-01 0.13495E+00 -0.71600E-01 -0.16705E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.30004083 0.61011841 0.51480086 0.25670412 -0.25474769 0.02662430 0.61011841 1.68322290 0.39069981 0.24973705 -0.21583378 -0.13360234 0.51480086 0.39069981 0.32557976 -0.10706154 -0.49878311 -0.04458317 0.25670412 0.24973705 -0.10706154 0.35039681 0.02020018 -0.19928757 -0.25474769 -0.21583378 -0.49878311 0.02020018 0.26886796 -0.10838822 0.02662430 -0.13360234 -0.04458317 -0.19928757 -0.10838822 0.12968347 *** step number: 91 *** Deformation gradient in current step -0.82000000 -1.82000000 -1.82000000 1.82000000 2.82000000 1.82000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2555724366 Kirchhoff stress 0.88448E-02 0.14002E-01 0.12507E+00 0.14002E-01 -0.10258E+00 -0.69073E-01 0.12507E+00 -0.69073E-01 0.31696E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.53727009 0.63666151 0.61788908 0.26441889 -0.03414350 0.04018713 0.63666151 1.74504461 0.41604697 0.26464582 -0.16808326 -0.09923390 0.61788908 0.41604697 0.33808108 -0.06321652 -0.38609658 -0.02355551 0.26441889 0.26464582 -0.06321652 0.37278012 0.03478112 -0.15375301 -0.03414350 -0.16808326 -0.38609658 0.03478112 0.36589903 -0.06368608 0.04018713 -0.09923390 -0.02355551 -0.15375301 -0.06368608 0.15113277 *** step number: 92 *** Deformation gradient in current step -0.84000000 -1.84000000 -1.84000000 1.84000000 2.84000000 1.84000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2612887085 Kirchhoff stress 0.28466E-02 0.15588E-01 0.11000E+00 0.15588E-01 -0.85802E-01 -0.65350E-01 0.11000E+00 -0.65350E-01 0.55382E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.77270920 0.67707409 0.73563067 0.21986014 0.13765311 0.06573887 0.67707409 1.61966883 0.49511026 0.18583579 -0.14305976 -0.00922943 0.73563067 0.49511026 0.42572710 -0.05438291 -0.29482108 0.04374532 0.21986014 0.18583579 -0.05438291 0.40944497 0.06119924 -0.13089108 0.13765311 -0.14305976 -0.29482108 0.06119924 0.47793540 -0.05424555 0.06573887 -0.00922943 0.04374532 -0.13089108 -0.05424555 0.22667968 *** step number: 93 *** Deformation gradient in current step -0.86000000 -1.86000000 -1.86000000 1.86000000 2.86000000 1.86000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2660926201 Kirchhoff stress -0.47472E-02 0.15469E-01 0.92505E-01 0.15469E-01 -0.70428E-01 -0.58741E-01 0.92505E-01 -0.58741E-01 0.82345E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.72539482 0.72126302 0.74711461 0.15351513 0.11442399 0.08095614 0.72126302 1.51498157 0.58132897 0.07308469 -0.12228189 0.05901194 0.74711461 0.58132897 0.48409127 -0.06632968 -0.27211290 0.09407607 0.15351513 0.07308469 -0.06632968 0.45038638 0.07714806 -0.11220240 0.11442399 -0.12228189 -0.27211290 0.07714806 0.48422793 -0.06582807 0.08095614 0.05901194 0.09407607 -0.11220240 -0.06582807 0.30984340 *** step number: 94 *** Deformation gradient in current step -0.88000000 -1.88000000 -1.88000000 1.88000000 2.88000000 1.88000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2700042292 Kirchhoff stress -0.67200E-02 0.13959E-01 0.76683E-01 0.13959E-01 -0.55173E-01 -0.49717E-01 0.76683E-01 -0.49717E-01 0.12611E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.57335682 0.74434301 0.74963948 0.07769158 0.04419813 0.07407883 0.74434301 1.52312643 0.62908250 -0.00996357 -0.11200824 0.08638482 0.74963948 0.62908250 0.53136805 -0.08886497 -0.23160846 0.09234301 0.07769158 -0.00996357 -0.08886497 0.47071345 0.07087866 -0.10390909 0.04419813 -0.11200824 -0.23160846 0.07087866 0.48215793 -0.08821293 0.07407883 0.08638482 0.09234301 -0.10390909 -0.08821293 0.35498215 *** step number: 95 *** Deformation gradient in current step -0.90000000 -1.90000000 -1.90000000 1.90000000 2.90000000 1.90000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2731051176 Kirchhoff stress -0.38535E-02 0.12127E-01 0.61755E-01 0.12127E-01 -0.38163E-01 -0.39619E-01 0.61755E-01 -0.39619E-01 0.15397E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.43712815 0.73566022 0.76851041 0.02267664 -0.01982113 0.06172566 0.73566022 1.59212578 0.62707688 -0.04648036 -0.10985855 0.07200361 0.76851041 0.62707688 0.57275188 -0.09951974 -0.15575655 0.04644487 0.02267664 -0.04648036 -0.09951974 0.45977791 0.05903033 -0.10359056 -0.01982113 -0.10985855 -0.15575655 0.05903033 0.49711865 -0.09888501 0.06172566 0.07200361 0.04644487 -0.10359056 -0.09888501 0.35079826 *** step number: 96 *** Deformation gradient in current step -0.92000000 -1.92000000 -1.92000000 1.92000000 2.92000000 1.92000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2754520736 Kirchhoff stress 0.20404E-02 0.10007E-01 0.47862E-01 0.10007E-01 -0.19428E-01 -0.30244E-01 0.47862E-01 -0.30244E-01 0.14893E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.40627806 0.71124713 0.78665027 -0.00148456 -0.07654920 0.05941368 0.71124713 1.57241659 0.60784311 -0.06011956 -0.10850792 0.04659269 0.78665027 0.60784311 0.61288145 -0.08954041 -0.07889224 -0.00418569 -0.00148456 -0.06011956 -0.08954041 0.43357427 0.05715808 -0.10388456 -0.07654920 -0.10850792 -0.07889224 0.05715808 0.51205972 -0.08903211 0.05941368 0.04659269 -0.00418569 -0.10388456 -0.08903211 0.32979360 *** step number: 97 *** Deformation gradient in current step -0.94000000 -1.94000000 -1.94000000 1.94000000 2.94000000 1.94000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2771117445 Kirchhoff stress 0.77271E-02 0.71027E-02 0.34915E-01 0.71027E-02 -0.25892E-02 -0.21839E-01 0.34915E-01 -0.21839E-01 0.11823E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.56108215 0.70093034 0.81083705 -0.01228081 -0.10507916 0.06972985 0.70093034 1.26556927 0.61557830 -0.08072343 -0.10868397 0.04023059 0.81083705 0.61557830 0.67767209 -0.07667704 -0.02905794 -0.02094682 -0.01228081 -0.08072343 -0.07667704 0.42191166 0.06790785 -0.10550162 -0.10507916 -0.10868397 -0.02905794 0.06790785 0.53376227 -0.07634203 0.06972985 0.04023059 -0.02094682 -0.10550162 -0.07634203 0.33618424 *** step number: 98 *** Deformation gradient in current step -0.96000000 -1.96000000 -1.96000000 1.96000000 2.96000000 1.96000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2781753065 Kirchhoff stress 0.92887E-02 0.34243E-02 0.22317E-01 0.34243E-02 0.50973E-02 -0.14102E-01 0.22317E-01 -0.14102E-01 0.75593E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83654162 0.70019910 0.81572559 -0.00427085 -0.06696147 0.05967752 0.70019910 0.68624308 0.62527609 -0.07997621 -0.08370538 0.01018383 0.81572559 0.62527609 0.72770868 -0.04875619 0.01259306 -0.03519933 -0.00427085 -0.07997621 -0.04875619 0.42026710 0.05835010 -0.08176609 -0.06696147 -0.08370538 0.01259306 0.05835010 0.53685225 -0.04858987 0.05967752 0.01018383 -0.03519933 -0.08176609 -0.04858987 0.34500166 *** step number: 99 *** Deformation gradient in current step -0.98000000 -1.98000000 -1.98000000 1.98000000 2.98000000 1.98000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2787743406 Kirchhoff stress 0.49151E-02 0.73840E-03 0.10342E-01 0.73840E-03 0.29703E-02 -0.73244E-02 0.10342E-01 -0.73244E-02 0.27267E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01236308 0.70884666 0.79057200 0.00702096 0.00575715 0.02746397 0.70884666 0.50227953 0.64571039 -0.03632514 -0.03540396 -0.02832764 0.79057200 0.64571039 0.75222434 -0.01516381 0.03605025 -0.04251125 0.00702096 -0.03632514 -0.01516381 0.42840499 0.02673492 -0.03452087 0.00575715 -0.03540396 0.03605025 0.02673492 0.51054824 -0.01511949 0.02746397 -0.02832764 -0.04251125 -0.03452087 -0.01511949 0.36503351 *** step number: 100 *** Deformation gradient in current step -1.00000000 -2.00000000 -2.00000000 2.00000000 3.00000000 2.00000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2789687584 Kirchhoff stress -0.12545E-08 0.50212E-14 -0.15870E-09 0.50212E-14 -0.12565E-08 0.14867E-09 -0.15870E-09 0.14867E-09 -0.12462E-08 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.76059244 0.71690295 0.71690296 0.00000000 -0.00000000 -0.00000000 0.71690295 0.76059243 0.71690296 -0.00000000 0.00000000 0.00000000 0.71690296 0.71690296 0.76059244 -0.00000000 -0.00000000 0.00000000 0.00000000 -0.00000000 -0.00000000 0.43629916 -0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 0.43629916 -0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.43629916 * CB-KIM calculation successfully completed