---------------------------------------------------------------------------- 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_Kramer_Cu__MO_945691923444_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 2.89474728624215016382 0.00000000000306158465 1.44737364312490157658 0.00000000000306158465 2.89474728624215060790 1.44737364312643279618 0.00000000000459135620 0.00000000000765325900 1.44737364312723260085 **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) = -0.2673661928 Kirchhoff stress -0.68096E-08 0.10540E-11 0.15807E-11 0.10540E-11 -0.68096E-08 0.26348E-11 0.15807E-11 0.26348E-11 -0.68096E-08 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95599590 0.81657891 0.81657891 0.00000000 0.00000000 -0.00000000 0.81657891 0.95599590 0.81657891 0.00000000 -0.00000000 0.00000000 0.81657891 0.81657891 0.95599590 -0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.49827714 -0.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 0.49827714 -0.00000000 -0.00000000 0.00000000 0.00000000 -0.00000000 -0.00000000 0.49827714 *** 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) = -0.2671104207 Kirchhoff stress 0.19917E-02 0.66918E-03 -0.80437E-02 0.66918E-03 0.78166E-02 0.11822E-01 -0.80437E-02 0.11822E-01 0.37703E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.67232183 0.79290737 0.71774737 -0.03527948 -0.04384641 -0.03600885 0.79290737 1.23021801 0.89859668 0.01217387 0.02678751 0.00593484 0.71774737 0.89859668 0.92868057 -0.01166789 -0.06596795 0.06028572 -0.03527948 0.01217387 -0.01166789 0.47501811 -0.03500685 0.02596013 -0.04384641 0.02678751 -0.06596795 -0.03500685 0.39959077 -0.01161758 -0.03600885 0.00593484 0.06028572 0.02596013 -0.01161758 0.58118197 *** 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) = -0.2663300594 Kirchhoff stress 0.93927E-03 0.33385E-02 -0.14979E-01 0.33385E-02 0.13801E-01 0.24723E-01 -0.14979E-01 0.24723E-01 0.10365E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97816465 0.75669916 0.67785417 -0.06512276 0.00699914 -0.09108371 0.75669916 0.91326576 0.90321024 0.01042224 0.06420594 -0.09691151 0.67785417 0.90321024 0.86535494 -0.03483320 -0.05803574 0.03991962 -0.06512276 0.01042224 -0.03483320 0.44008856 -0.08888826 0.06270264 0.00699914 0.06420594 -0.05803574 -0.08888826 0.36085479 -0.03464486 -0.09108371 -0.09691151 0.03991962 0.06270264 -0.03464486 0.58779890 *** 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) = -0.2650024248 Kirchhoff stress -0.99821E-02 0.70283E-02 -0.22428E-01 0.70283E-02 0.10645E-01 0.37102E-01 -0.22428E-01 0.37102E-01 0.16184E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.36140944 0.72856521 0.64370060 -0.05666905 0.04409542 -0.11532826 0.72856521 0.47942235 0.86541644 0.01581823 0.07300297 -0.14527413 0.64370060 0.86541644 0.75767254 -0.04417225 -0.04269743 -0.00227735 -0.05666905 0.01581823 -0.04417225 0.41439937 -0.11174183 0.07094854 0.04409542 0.07300297 -0.04269743 -0.11174183 0.32911002 -0.04379458 -0.11532826 -0.14527413 -0.00227735 0.07094854 -0.04379458 0.55344263 *** 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) = -0.2631352223 Kirchhoff stress -0.26171E-01 0.98572E-02 -0.29699E-01 0.98572E-02 0.16607E-02 0.48774E-01 -0.29699E-01 0.48774E-01 0.20793E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.49428970 0.71735730 0.60806274 -0.03237101 0.03955806 -0.10666855 0.71735730 0.25432846 0.80700623 0.03747522 0.05159036 -0.09690275 0.60806274 0.80700623 0.62639102 -0.03865440 -0.03281969 -0.05396689 -0.03237101 0.03747522 -0.03865440 0.40694277 -0.10149555 0.04906516 0.03955806 0.05159036 -0.03281969 -0.10149555 0.29722490 -0.03808554 -0.10666855 -0.09690275 -0.05396689 0.04906516 -0.03808554 0.50004217 *** 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) = -0.2607388854 Kirchhoff stress -0.42587E-01 0.11799E-01 -0.37666E-01 0.11799E-01 -0.71980E-02 0.61158E-01 -0.37666E-01 0.61158E-01 0.22344E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.51685000 0.74271116 0.63055458 -0.02313350 0.06756532 -0.10410466 0.74271116 0.31305890 0.77080930 0.05378283 0.04444296 -0.01558776 0.63055458 0.77080930 0.55094580 -0.05124726 0.02854602 -0.14962918 -0.02313350 0.05378283 -0.05124726 0.43775707 -0.09717028 0.04145958 0.06756532 0.04444296 0.02854602 -0.09717028 0.32516030 -0.05054493 -0.10410466 -0.01558776 -0.14962918 0.04145958 -0.05054493 0.47082505 *** 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) = -0.2577174496 Kirchhoff stress -0.58580E-01 0.13078E-01 -0.47404E-01 0.13078E-01 -0.11709E-01 0.75025E-01 -0.47404E-01 0.75025E-01 0.19278E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.55716265 0.77097945 0.66094670 0.00637252 0.09281647 -0.10009760 0.77097945 0.51989613 0.75035040 0.08514128 0.04685032 0.06433493 0.66094670 0.75035040 0.50368769 -0.06076718 0.09133811 -0.25049217 0.00637252 0.08514128 -0.06076718 0.47373854 -0.09129228 0.04336982 0.09281647 0.04685032 0.09133811 -0.09129228 0.36319269 -0.06005803 -0.10009760 0.06433493 -0.25049217 0.04336982 -0.06005803 0.45979539 *** 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) = -0.2539117925 Kirchhoff stress -0.74411E-01 0.13325E-01 -0.57646E-01 0.13325E-01 -0.10046E-01 0.90734E-01 -0.57646E-01 0.90734E-01 0.13537E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.64031362 0.77574271 0.64414019 0.07840978 0.06333639 -0.10084994 0.77574271 0.74483737 0.77231828 0.13119165 0.04290579 0.15113163 0.64414019 0.77231828 0.47395395 -0.07051925 0.09902413 -0.30247065 0.07840978 0.13119165 -0.07051925 0.48935494 -0.09018464 0.03887538 0.06333639 0.04290579 0.09902413 -0.09018464 0.35710750 -0.06998801 -0.10084994 0.15113163 -0.30247065 0.03887538 -0.06998801 0.49438660 *** 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) = -0.2491359162 Kirchhoff stress -0.90379E-01 0.11533E-01 -0.66719E-01 0.11533E-01 -0.12072E-02 0.10996E+00 -0.66719E-01 0.10996E+00 0.97682E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.75793392 0.75021840 0.57007955 0.17592433 -0.01997708 -0.11505365 0.75021840 0.84503290 0.79682073 0.18773797 0.02744686 0.19328272 0.57007955 0.79682073 0.43579735 -0.08480464 0.04411089 -0.32288441 0.17592433 0.18773797 -0.08480464 0.47882431 -0.10270394 0.02283902 -0.01997708 0.02744686 0.04411089 -0.10270394 0.29787216 -0.08466446 -0.11505365 0.19328272 -0.32288441 0.02283902 -0.08466446 0.53550995 *** 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) = -0.2433263452 Kirchhoff stress -0.10646E+00 0.89363E-02 -0.72399E-01 0.89363E-02 0.61997E-02 0.12736E+00 -0.72399E-01 0.12736E+00 0.67048E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.77995481 0.68268230 0.45552278 0.25182151 -0.12551526 -0.14774382 0.68268230 0.61730976 0.67011681 0.28676520 0.03401400 0.01540054 0.45552278 0.67011681 0.32596722 -0.07709116 -0.02545821 -0.42141836 0.25182151 0.28676520 -0.07709116 0.43197097 -0.13411805 0.02887344 -0.12551526 0.03401400 -0.02545821 -0.13411805 0.20383002 -0.07753667 -0.14774382 0.01540054 -0.42141836 0.02887344 -0.07753667 0.43071382 *** 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) = -0.2367578209 Kirchhoff stress -0.12031E+00 0.75669E-02 -0.74857E-01 0.75669E-02 0.71110E-02 0.13935E+00 -0.74857E-01 0.13935E+00 0.21841E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.52452524 0.59205496 0.36352125 0.21126178 -0.17749607 -0.19527899 0.59205496 0.41433122 0.52623589 0.33111500 0.02804310 -0.17798387 0.36352125 0.52623589 0.24983685 -0.08464395 -0.07528924 -0.50849825 0.21126178 0.33111500 -0.08464395 0.36927409 -0.18107506 0.02252846 -0.17749607 0.02804310 -0.07528924 -0.18107506 0.13962973 -0.08578184 -0.19527899 -0.17798387 -0.50849825 0.02252846 -0.08578184 0.31529326 *** 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) = -0.2297397405 Kirchhoff stress -0.13108E+00 0.73018E-02 -0.76643E-01 0.73018E-02 0.39287E-02 0.14764E+00 -0.76643E-01 0.14764E+00 -0.38316E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.42398280 0.51728149 0.30362000 0.18986213 -0.17597924 -0.22929642 0.51728149 0.26603104 0.43074032 0.29928487 0.00303317 -0.29660799 0.30362000 0.43074032 0.25684725 -0.10387996 -0.08610031 -0.53796307 0.18986213 0.29928487 -0.10387996 0.33159505 -0.21560136 -0.00250718 -0.17597924 0.00303317 -0.08610031 -0.21560136 0.11677568 -0.10565165 -0.22929642 -0.29660799 -0.53796307 -0.00250718 -0.10565165 0.25639285 *** 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) = -0.2223912372 Kirchhoff stress -0.14382E+00 0.52081E-02 -0.79668E-01 0.52081E-02 -0.20328E-02 0.15437E+00 -0.79668E-01 0.15437E+00 -0.10640E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.51326968 0.46588702 0.27211251 0.24501664 -0.14067596 -0.23610480 0.46588702 0.12064795 0.38726368 0.23640955 -0.02335255 -0.34826695 0.27211251 0.38726368 0.33763295 -0.11954142 -0.05820474 -0.52737497 0.24501664 0.23640955 -0.11954142 0.31783285 -0.22361620 -0.02866472 -0.14067596 -0.02335255 -0.05820474 -0.22361620 0.12292812 -0.12178369 -0.23610480 -0.34826695 -0.52737497 -0.02866472 -0.12178369 0.24939030 *** 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) = -0.2147019506 Kirchhoff stress -0.15794E+00 -0.45485E-03 -0.83966E-01 -0.45485E-03 -0.10027E-01 0.16099E+00 -0.83966E-01 0.16099E+00 -0.18108E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.49386059 0.45315977 0.26588369 0.33203246 -0.12840807 -0.23045833 0.45315977 0.03596077 0.39535904 0.17009147 -0.02586344 -0.35356480 0.26588369 0.39535904 0.46984234 -0.12815181 0.00936087 -0.52415122 0.33203246 0.17009147 -0.12815181 0.32797409 -0.21849605 -0.03124622 -0.12840807 -0.02586344 0.00936087 -0.21849605 0.13956219 -0.13090267 -0.23045833 -0.35356480 -0.52415122 -0.03124622 -0.13090267 0.27969709 *** 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) = -0.2067118733 Kirchhoff stress -0.16856E+00 -0.86327E-02 -0.88481E-01 -0.86327E-02 -0.20563E-01 0.16809E+00 -0.88481E-01 0.16809E+00 -0.27866E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.27909727 0.48190588 0.30136126 0.38798783 -0.13590640 -0.25413042 0.48190588 -0.00802267 0.42231498 0.12522648 0.01650242 -0.40989707 0.30136126 0.42231498 0.64235349 -0.14852455 0.13126415 -0.60105267 0.38798783 0.12522648 -0.14852455 0.35677771 -0.24069172 0.01008166 -0.13590640 0.01650242 0.13126415 -0.24069172 0.17492159 -0.15229082 -0.25413042 -0.40989707 -0.60105267 0.01008166 -0.15229082 0.30754748 *** 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) = -0.1985875993 Kirchhoff stress -0.17358E+00 -0.15435E-01 -0.93597E-01 -0.15435E-01 -0.35843E-01 0.17529E+00 -0.93597E-01 0.17529E+00 -0.44310E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02832835 0.56201684 0.42790528 0.37392505 -0.09476512 -0.34414569 0.56201684 0.12733706 0.48554733 0.12815892 0.11573301 -0.56526166 0.42790528 0.48554733 0.90909850 -0.21166149 0.33726554 -0.79879185 0.37392505 0.12815892 -0.21166149 0.40571241 -0.32540598 0.10620440 -0.09476512 0.11573301 0.33726554 -0.32540598 0.26975491 -0.21785487 -0.34414569 -0.56526166 -0.79879185 0.10620440 -0.21785487 0.34310131 *** 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) = -0.1904409686 Kirchhoff stress -0.17672E+00 -0.16266E-01 -0.10273E+00 -0.16266E-01 -0.54025E-01 0.18422E+00 -0.10273E+00 0.18422E+00 -0.72700E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97972434 0.71108274 0.70155615 0.28714777 0.05408679 -0.50044419 0.71108274 0.52622388 0.66129741 0.12138836 0.25556168 -0.77949139 0.70155615 0.66129741 1.37700185 -0.35694576 0.64838104 -1.10813992 0.28714777 0.12138836 -0.35694576 0.48393141 -0.47023106 0.23918717 0.05408679 0.25556168 0.64838104 -0.47023106 0.47144613 -0.36845554 -0.50044419 -0.77949139 -1.10813992 0.23918717 -0.36845554 0.45534119 *** 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) = -0.1821001909 Kirchhoff stress -0.18502E+00 -0.10699E-01 -0.12116E+00 -0.10699E-01 -0.77526E-01 0.19906E+00 -0.12116E+00 0.19906E+00 -0.11728E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.16571613 0.89128854 1.07563333 0.17483793 0.29146487 -0.69187076 0.89128854 0.69011382 0.97014235 -0.02796527 0.41751965 -1.00156181 1.07563333 0.97014235 2.08931735 -0.59784880 1.06347515 -1.51478878 0.17483793 -0.02796527 -0.59784880 0.58531272 -0.64697603 0.39156162 0.29146487 0.41751965 1.06347515 -0.64697603 0.76532547 -0.61723964 -0.69187076 -1.00156181 -1.51478878 0.39156162 -0.61723964 0.69363081 *** 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) = -0.1732086707 Kirchhoff stress -0.20129E+00 -0.23283E-03 -0.15086E+00 -0.23283E-03 -0.11165E+00 0.22331E+00 -0.15086E+00 0.22331E+00 -0.18091E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.41729642 1.10270092 1.42996005 0.10726801 0.47651218 -0.89173477 1.10270092 0.73717748 1.36612956 -0.20727552 0.62413423 -1.26911706 1.42996005 1.36612956 3.02865595 -0.90778200 1.56440376 -2.07874675 0.10726801 -0.20727552 -0.90778200 0.72790574 -0.83139349 0.58689246 0.47651218 0.62413423 1.56440376 -0.83139349 1.04944177 -0.93696989 -0.89173477 -1.26911706 -2.07874675 0.58689246 -0.93696989 1.02772766 *** 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) = -0.1634171657 Kirchhoff stress -0.22691E+00 0.16279E-01 -0.19290E+00 0.16279E-01 -0.15915E+00 0.25997E+00 -0.19290E+00 0.25997E+00 -0.26951E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.89320739 1.37249444 1.93208567 0.00038778 0.76772470 -1.15761014 1.37249444 0.92754524 1.87405347 -0.35668843 0.90012460 -1.58495421 1.93208567 1.87405347 4.40580439 -1.34245254 2.32537489 -2.88163864 0.00038778 -0.35668843 -1.34245254 0.94312101 -1.08219508 0.85041585 0.76772470 0.90012460 2.32537489 -1.08219508 1.49567560 -1.38292349 -1.15761014 -1.58495421 -2.88163864 0.85041585 -1.38292349 1.48549498 *** 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) = -0.1521069564 Kirchhoff stress -0.26682E+00 0.43841E-01 -0.25433E+00 0.43841E-01 -0.21761E+00 0.31506E+00 -0.25433E+00 0.31506E+00 -0.39551E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.29922475 1.66813849 2.58839947 -0.20074778 1.11966931 -1.50603258 1.66813849 1.45839261 2.51758980 -0.42886071 1.24687910 -1.89733528 2.58839947 2.51758980 6.36675640 -1.91426182 3.40691501 -3.94530750 -0.20074778 -0.42886071 -1.91426182 1.20237065 -1.41737404 1.18442954 1.11966931 1.24687910 3.40691501 -1.41737404 2.11446583 -1.96667035 -1.50603258 -1.89733528 -3.94530750 1.18442954 -1.96667035 2.09343887 *** 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) = -0.1383073767 Kirchhoff stress -0.31877E+00 0.86735E-01 -0.33917E+00 0.86735E-01 -0.28145E+00 0.39473E+00 -0.33917E+00 0.39473E+00 -0.57034E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.58540834 1.93120893 3.35694397 -0.40618918 1.52738718 -1.90645433 1.93120893 2.05191900 3.27407819 -0.50795033 1.62989773 -2.26721513 3.35694397 3.27407819 8.99206879 -2.61697952 4.80431201 -5.28829128 -0.40618918 -0.50795033 -2.61697952 1.45071237 -1.80806359 1.55577483 1.52738718 1.62989773 4.80431201 -1.80806359 2.86745030 -2.68070574 -1.90645433 -2.26721513 -5.28829128 1.55577483 -2.68070574 2.83159399 *** 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) = -0.1208478309 Kirchhoff stress -0.38496E+00 0.14204E+00 -0.45377E+00 0.14204E+00 -0.35464E+00 0.50102E+00 -0.45377E+00 0.50102E+00 -0.80708E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.78667116 2.15140265 4.26223633 -0.45943747 2.08406174 -2.30613892 2.15140265 2.37897704 4.13439700 -0.62754633 2.04384617 -2.73373200 4.26223633 4.13439700 12.39068501 -3.43546230 6.55089757 -6.93104932 -0.45943747 -0.62754633 -3.43546230 1.67943348 -2.20301237 1.96065144 2.08406174 2.04384617 6.55089757 -2.20301237 3.78081748 -3.50836530 -2.30613892 -2.73373200 -6.93104932 1.96065144 -3.50836530 3.69237166 *** 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) = -0.9848862892E-01 Kirchhoff stress -0.46313E+00 0.20703E+00 -0.60295E+00 0.20703E+00 -0.44113E+00 0.63647E+00 -0.60295E+00 0.63647E+00 -0.11190E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.86773819 2.36894863 5.27621096 -0.47316751 2.69729142 -2.70220028 2.36894863 2.58933643 5.14114428 -0.71886378 2.50781243 -3.19684463 5.27621096 5.14114428 16.68428271 -4.36373432 8.65331703 -8.90217848 -0.47316751 -0.71886378 -4.36373432 1.91326549 -2.59687837 2.41668752 2.69729142 2.50781243 8.65331703 -2.59687837 4.81073243 -4.44478123 -2.70220028 -3.19684463 -8.90217848 2.41668752 -4.44478123 4.70433105 *** 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) = -0.6997762878E-01 Kirchhoff stress -0.54553E+00 0.27667E+00 -0.77626E+00 0.27667E+00 -0.53473E+00 0.79293E+00 -0.77626E+00 0.79293E+00 -0.14952E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.36219970 1.97431742 4.06715872 0.04260699 2.11916617 -1.90156403 1.97431742 2.18950823 3.97830781 -0.14114020 1.80912122 -2.38743041 4.06715872 3.97830781 13.42001213 -3.08554732 6.66632465 -6.77736719 0.04260699 -0.14114020 -3.08554732 1.53536995 -1.79524045 1.71029923 2.11916617 1.80912122 6.66632465 -1.79524045 3.61801748 -3.17443332 -1.90156403 -2.38743041 -6.77736719 1.71029923 -3.17443332 3.54466790 *** 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) = -0.3637432941E-01 Kirchhoff stress -0.59059E+00 0.31211E+00 -0.89139E+00 0.31211E+00 -0.59059E+00 0.89139E+00 -0.89139E+00 0.89139E+00 -0.17794E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.32359352 1.98691195 4.29893977 0.01863755 2.28569021 -1.90177858 1.98691195 2.32359352 4.29893977 0.01863755 1.90177858 -2.28569021 4.29893977 4.29893977 15.38990052 -3.29559382 7.44163554 -7.44163554 0.01863755 0.01863755 -3.29559382 1.56487841 -1.79569442 1.79569442 2.28569021 1.90177858 7.44163554 -1.79569442 3.86623586 -3.39179169 -1.90177858 -2.28569021 -7.44163554 1.79569442 -3.39179169 3.86623586 *** 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) = 0.1435150739E-02 Kirchhoff stress -0.63236E+00 0.34872E+00 -0.10097E+01 0.34872E+00 -0.63789E+00 0.99642E+00 -0.10097E+01 0.99642E+00 -0.20905E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.24364631 1.93860468 4.45603104 -0.05581733 2.35082459 -1.89803439 1.93860468 2.56253346 4.57121937 0.13741503 1.95846043 -2.15150627 4.45603104 4.57121937 17.45747534 -3.50525780 8.18837837 -8.15261907 -0.05581733 0.13741503 -3.50525780 1.53340062 -1.79343343 1.84576884 2.35082459 1.95846043 8.18837837 -1.79343343 4.03958786 -3.60801623 -1.89803439 -2.15150627 -8.15261907 1.84576884 -3.60801623 4.13711435 *** 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) = 0.4371562472E-01 Kirchhoff stress -0.66791E+00 0.38422E+00 -0.11278E+01 0.38422E+00 -0.67318E+00 0.11057E+01 -0.11278E+01 0.11057E+01 -0.24286E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.00589633 1.83250375 4.54604328 -0.11872489 2.32064522 -1.87681942 1.83250375 2.74816224 4.75925606 0.16584033 1.97311683 -2.06217126 4.54604328 4.75925606 19.62848846 -3.70188893 8.90010917 -8.91188976 -0.11872489 0.16584033 -3.70188893 1.44383078 -1.77490225 1.85470009 2.32064522 1.97311683 8.90010917 -1.77490225 4.14544093 -3.81023997 -1.87681942 -2.06217126 -8.91188976 1.85470009 -3.81023997 4.32144455 *** 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) = 0.9053289739E-01 Kirchhoff stress -0.69278E+00 0.41493E+00 -0.12428E+01 0.41493E+00 -0.69857E+00 0.12146E+01 -0.12428E+01 0.12146E+01 -0.27948E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.60088579 1.70641900 4.59331214 -0.14941616 2.22408736 -1.83142087 1.70641900 2.78466863 4.85780898 0.08822282 1.96117570 -2.04792994 4.59331214 4.85780898 21.95224784 -3.86815419 9.59197843 -9.70015065 -0.14941616 0.08822282 -3.86815419 1.33378654 -1.73329531 1.83813550 2.22408736 1.96117570 9.59197843 -1.73329531 4.20789786 -3.98092844 -1.83142087 -2.04792994 -9.70015065 1.83813550 -3.98092844 4.41414359 *** 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) = 0.1416602352 Kirchhoff stress -0.70383E+00 0.43843E+00 -0.13521E+01 0.43843E+00 -0.71743E+00 0.13187E+01 -0.13521E+01 0.13187E+01 -0.31899E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14497177 1.56773873 4.62225791 -0.15097602 2.09961760 -1.76765427 1.56773873 2.61799026 4.90145061 0.02802291 1.94667911 -2.05361686 4.62225791 4.90145061 24.50044646 -3.98883079 10.28212706 -10.47415933 -0.15097602 0.02802291 -3.98883079 1.21048052 -1.67428851 1.82030788 2.09961760 1.94667911 10.28212706 -1.67428851 4.25116148 -4.10468975 -1.76765427 -2.05361686 -10.47415933 1.82030788 -4.10468975 4.45004769 *** 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) = 0.1966556510 Kirchhoff stress -0.70235E+00 0.45650E+00 -0.14537E+01 0.45650E+00 -0.73392E+00 0.14162E+01 -0.14537E+01 0.14162E+01 -0.36135E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81296463 1.41531097 4.64615057 -0.13991718 1.98457230 -1.69894320 1.41531097 2.29956727 4.93101441 0.08652636 1.93785543 -2.00197872 4.64615057 4.93101441 27.32790703 -4.05900961 10.97113797 -11.18428653 -0.13991718 0.08652636 -4.05900961 1.07264341 -1.61112446 1.80960453 1.98457230 1.93785543 10.97113797 -1.61112446 4.28830515 -4.17649311 -1.69894320 -2.00197872 -11.18428653 1.80960453 -4.17649311 4.47039728 *** 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) = 0.2550332316 Kirchhoff stress -0.69310E+00 0.47129E+00 -0.15463E+01 0.47129E+00 -0.74941E+00 0.15058E+01 -0.15463E+01 0.15058E+01 -0.40640E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.74976576 1.28372923 4.66438244 -0.13922085 1.90797417 -1.63283684 1.28372923 1.91454243 4.93989813 0.19411336 1.91608771 -1.93252350 4.66438244 4.93989813 30.43951038 -4.08576251 11.63113175 -11.79740372 -0.13922085 0.19411336 -4.08576251 0.95475930 -1.55115377 1.78752328 1.90797417 1.91608771 11.63113175 -1.55115377 4.31850757 -4.20334205 -1.63283684 -1.93252350 -11.79740372 1.78752328 -4.20334205 4.46907495 *** 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) = 0.3163909010 Kirchhoff stress -0.68362E+00 0.48321E+00 -0.16303E+01 0.48321E+00 -0.76238E+00 0.15873E+01 -0.16303E+01 0.15873E+01 -0.45377E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00768283 1.19058696 4.66746616 -0.13692782 1.89068298 -1.55301504 1.19058696 1.74619197 4.97810216 0.29118120 1.84987679 -1.75938764 4.66746616 4.97810216 33.81035907 -4.07968470 12.20873327 -12.24144870 -0.13692782 0.29118120 -4.07968470 0.87419177 -1.47788159 1.72260562 1.89068298 1.84987679 12.20873327 -1.47788159 4.33201522 -4.19580517 -1.55301504 -1.75938764 -12.24144870 1.72260562 -4.19580517 4.49644317 *** 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) = 0.3805882888 Kirchhoff stress -0.67506E+00 0.48925E+00 -0.17054E+01 0.48925E+00 -0.76243E+00 0.16626E+01 -0.17054E+01 0.16626E+01 -0.50266E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08075869 1.12603992 4.60459272 -0.09727946 1.82734060 -1.42143200 1.12603992 1.99420592 5.01737007 0.32724116 1.70908629 -1.47717108 4.60459272 5.01737007 37.31836753 -4.03636152 12.63638854 -12.50915586 -0.09727946 0.32724116 -4.03636152 0.82086135 -1.35310065 1.58470196 1.82734060 1.70908629 12.63638854 -1.35310065 4.27777892 -4.14947783 -1.42143200 -1.47717108 -12.50915586 1.58470196 -4.14947783 4.52456190 *** 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) = 0.4474923104 Kirchhoff stress -0.65408E+00 0.48537E+00 -0.17669E+01 0.48537E+00 -0.74307E+00 0.17263E+01 -0.17669E+01 0.17263E+01 -0.55258E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.52220052 1.04058281 4.42722500 -0.03285739 1.62545484 -1.23888630 1.04058281 2.32794909 4.87918868 0.34962161 1.54848807 -1.31161282 4.42722500 4.87918868 40.76000510 -3.91432425 12.91771912 -12.73600656 -0.03285739 0.34962161 -3.91432425 0.74507803 -1.17744324 1.42852115 1.62545484 1.54848807 12.91771912 -1.17744324 4.10705695 -4.02294679 -1.23888630 -1.31161282 -12.73600656 1.42852115 -4.02294679 4.37525971 *** 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) = 0.5164686828 Kirchhoff stress -0.61552E+00 0.47546E+00 -0.18106E+01 0.47546E+00 -0.71223E+00 0.17715E+01 -0.18106E+01 0.17715E+01 -0.60355E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.07801242 0.92491172 4.23210616 -0.15135323 1.47771683 -1.12599444 0.92491172 2.22406182 4.61752592 0.39826100 1.44408042 -1.24780612 4.23210616 4.61752592 44.16710885 -3.74986170 13.16913487 -12.97412920 -0.15135323 0.39826100 -3.74986170 0.63738578 -1.07135478 1.32993711 1.47771683 1.44408042 13.16913487 -1.07135478 3.91640736 -3.85259636 -1.12599444 -1.24780612 -12.97412920 1.32993711 -3.85259636 4.10285618 *** 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) = 0.5866100776 Kirchhoff stress -0.56577E+00 0.46365E+00 -0.18358E+01 0.46365E+00 -0.67610E+00 0.17968E+01 -0.18358E+01 0.17968E+01 -0.65548E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.29511635 0.81028471 4.00455199 -0.25850152 1.35338241 -1.03104544 0.81028471 2.04495160 4.32949275 0.38394526 1.32320359 -1.11881253 4.00455199 4.32949275 47.58870832 -3.55394883 13.32315972 -13.12169697 -0.25850152 0.38394526 -3.55394883 0.52896914 -0.98296551 1.21612807 1.35338241 1.32320359 13.32315972 -0.98296551 3.69101723 -3.64954278 -1.03104544 -1.11881253 -13.12169697 1.21612807 -3.64954278 3.80483142 *** 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) = 0.6571316075 Kirchhoff stress -0.51334E+00 0.44651E+00 -0.18412E+01 0.44651E+00 -0.63248E+00 0.18028E+01 -0.18412E+01 0.18028E+01 -0.70777E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.21836214 0.70962280 3.72051091 -0.24606825 1.20632404 -0.90240112 0.70962280 1.93253425 4.05043293 0.29298085 1.14941960 -0.88004300 3.72051091 4.05043293 51.04324188 -3.32008501 13.31561759 -13.10786929 -0.24606825 0.29298085 -3.32008501 0.43275771 -0.86049673 1.05046302 1.20632404 1.14941960 13.31561759 -0.86049673 3.40676967 -3.40746986 -0.90240112 -0.88004300 -13.10786929 1.05046302 -3.40746986 3.51691213 *** 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) = 0.7274021009 Kirchhoff stress -0.46061E+00 0.41947E+00 -0.18254E+01 0.41947E+00 -0.57875E+00 0.17896E+01 -0.18254E+01 0.17896E+01 -0.75962E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.04371150 0.62770943 3.39237820 -0.11909854 1.04370313 -0.73217604 0.62770943 1.84822623 3.75471959 0.18213143 0.94735345 -0.60247403 3.39237820 3.75471959 54.49963885 -3.03765941 13.14023430 -12.94043424 -0.11909854 0.18213143 -3.03765941 0.35354983 -0.69593535 0.85731501 1.04370313 0.94735345 13.14023430 -0.69593535 3.07599188 -3.11599603 -0.73217604 -0.60247403 -12.94043424 0.85731501 -3.11599603 3.21381723 *** 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) = 0.7967762596 Kirchhoff stress -0.40797E+00 0.38122E+00 -0.17871E+01 0.38122E+00 -0.51598E+00 0.17551E+01 -0.17871E+01 0.17551E+01 -0.81047E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.10096020 0.57388686 3.05633036 0.05482017 0.89484503 -0.54957852 0.57388686 1.78880597 3.42592230 0.14083992 0.76779723 -0.35817390 3.05633036 3.42592230 57.94224176 -2.70532734 12.82350147 -12.63026962 0.05482017 0.14083992 -2.70532734 0.30074525 -0.51840010 0.68719306 0.89484503 0.76779723 12.82350147 -0.51840010 2.73482163 -2.77404853 -0.54957852 -0.35817390 -12.63026962 0.68719306 -2.77404853 2.87939410 *** 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) = 0.8644946472 Kirchhoff stress -0.35279E+00 0.33643E+00 -0.17247E+01 0.33643E+00 -0.44493E+00 0.16981E+01 -0.17247E+01 0.16981E+01 -0.85975E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.01151370 0.55463386 2.71120433 0.12244109 0.70997720 -0.42083335 0.55463386 2.00221999 3.09518430 0.23653206 0.64594900 -0.13777199 2.71120433 3.09518430 61.36398658 -2.35398857 12.36657854 -12.16170731 0.12244109 0.23653206 -2.35398857 0.28096462 -0.39408080 0.57502336 0.70997720 0.64594900 12.36657854 -0.39408080 2.38213939 -2.41282486 -0.42083335 -0.13777199 -12.16170731 0.57502336 -2.41282486 2.54498981 *** 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) = 0.9297355593 Kirchhoff stress -0.29209E+00 0.29293E+00 -0.16370E+01 0.29293E+00 -0.36185E+00 0.16199E+01 -0.16370E+01 0.16199E+01 -0.90685E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.17521234 0.52003549 2.37890430 0.09839117 0.54842003 -0.35226525 0.52003549 2.27100074 2.75501786 0.34817312 0.53584748 0.01105516 2.37890430 2.75501786 64.72051750 -2.01611837 11.76198302 -11.52605305 0.09839117 0.34817312 -2.01611837 0.24451456 -0.32931068 0.47458994 0.54842003 0.53584748 11.76198302 -0.32931068 2.03998808 -2.06511541 -0.35226525 0.01105516 -11.52605305 0.47458994 -2.06511541 2.20326652 *** 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) = 0.9916972977 Kirchhoff stress -0.23179E+00 0.24998E+00 -0.15268E+01 0.24998E+00 -0.27679E+00 0.15194E+01 -0.15268E+01 0.15194E+01 -0.95119E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.21573270 0.46353830 2.05230629 0.09033283 0.43739006 -0.29365925 0.46353830 1.93530390 2.38773352 0.28821305 0.40265203 0.03836052 2.05230629 2.38773352 67.91450935 -1.69366668 10.97981094 -10.72383503 0.09033283 0.28821305 -1.69366668 0.18513723 -0.27392246 0.35082337 0.43739006 0.40265203 10.97981094 -0.27392246 1.70148710 -1.73318464 -0.29365925 0.03836052 -10.72383503 0.35082337 -1.73318464 1.83663281 *** 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) = 1.049409074 Kirchhoff stress -0.17155E+00 0.20540E+00 -0.13934E+01 0.20540E+00 -0.20026E+00 0.13942E+01 -0.13934E+01 0.13942E+01 -0.99199E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.40810444 0.41206115 1.61464794 0.12916499 0.20737948 -0.20974483 0.41206115 1.44747295 1.97814368 0.19088653 0.26431179 -0.01667381 1.61464794 1.97814368 70.78801652 -1.35585417 9.93881060 -9.76433024 0.12916499 0.19088653 -1.35585417 0.13009300 -0.19272953 0.22147828 0.20737948 0.26431179 9.93881060 -0.19272953 1.25020365 -1.38654659 -0.20974483 -0.01667381 -9.76433024 0.22147828 -1.38654659 1.42993633 *** 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) = 1.101629040 Kirchhoff stress -0.10923E+00 0.15985E+00 -0.12352E+01 0.15985E+00 -0.13382E+00 0.12438E+01 -0.12352E+01 0.12438E+01 -0.10285E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.48353894 0.40067529 1.25190529 0.14003050 0.07530591 -0.14436282 0.40067529 1.20360769 1.57529059 0.11564772 0.14735742 -0.06409820 1.25190529 1.57529059 73.38442965 -1.04440974 8.79009817 -8.68152534 0.14003050 0.11564772 -1.04440974 0.11477814 -0.12969697 0.11292734 0.07530591 0.14735742 8.79009817 -0.12969697 0.87246754 -1.06716322 -0.14436282 -0.06409820 -8.68152534 0.11292734 -1.06716322 1.03213263 *** 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) = 1.147316851 Kirchhoff stress -0.52175E-01 0.11713E+00 -0.10590E+01 0.11713E+00 -0.73725E-01 0.10714E+01 -0.10590E+01 0.10714E+01 -0.10605E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.41765675 0.40925868 1.01324197 0.12674356 0.07068445 -0.09843149 0.40925868 1.22207594 1.20550906 0.09635203 0.06455021 -0.07367474 1.01324197 1.20550906 75.69447150 -0.76577463 7.58960096 -7.48476401 0.12674356 0.09635203 -0.76577463 0.11938870 -0.08588888 0.03781510 0.07068445 0.06455021 7.58960096 -0.08588888 0.61782244 -0.78165396 -0.09843149 -0.07367474 -7.48476401 0.03781510 -0.78165396 0.66941086 *** 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) = 1.185801665 Kirchhoff stress -0.37117E-02 0.79654E-01 -0.86854E+00 0.79654E-01 -0.16903E-01 0.88038E+00 -0.86854E+00 0.88038E+00 -0.10878E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.32071364 0.43133030 0.83008910 0.10501914 0.08452726 -0.04821339 0.43133030 1.36025928 0.89579888 0.08914571 0.00581270 -0.03020724 0.83008910 0.89579888 77.62682677 -0.51693506 6.27570352 -6.15789027 0.10501914 0.08914571 -0.51693506 0.13773707 -0.03772543 -0.01400154 0.08452726 0.00581270 6.27570352 -0.03772543 0.41810135 -0.52712169 -0.04821339 -0.03020724 -6.15789027 -0.01400154 -0.52712169 0.36859118 *** 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) = 1.216600433 Kirchhoff stress 0.36397E-01 0.47960E-01 -0.66586E+00 0.47960E-01 0.36258E-01 0.67471E+00 -0.66586E+00 0.67471E+00 -0.11098E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.22343742 0.47313629 0.67723676 0.06542030 0.05867893 0.01471271 0.47313629 1.33130195 0.66453426 0.04583969 -0.04699926 0.04080822 0.67723676 0.66453426 79.13050612 -0.31938954 4.81142568 -4.70178210 0.06542030 0.04583969 -0.31938954 0.17632199 0.02306187 -0.06069677 0.05867893 -0.04699926 4.81142568 0.02306187 0.24846923 -0.32512387 0.01471271 0.04080822 -4.70178210 -0.06069677 -0.32512387 0.14786229 *** 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) = 1.239244354 Kirchhoff stress 0.68603E-01 0.22539E-01 -0.45235E+00 0.22539E-01 0.77951E-01 0.45732E+00 -0.45235E+00 0.45732E+00 -0.11258E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.15116487 0.50031762 0.52024672 0.03702090 0.02686977 0.04388441 0.50031762 0.90535555 0.47027093 0.00062225 -0.06179711 0.04513243 0.52024672 0.47027093 80.15222351 -0.15396980 3.25238373 -3.18500222 0.03702090 0.00062225 -0.15396980 0.20100596 0.04986638 -0.07018405 0.02686977 -0.06179711 3.25238373 0.04986638 0.07483389 -0.15651762 0.04388441 0.04513243 -3.18500222 -0.07018405 -0.15651762 -0.03439885 *** 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) = 1.253163799 Kirchhoff stress 0.91590E-01 0.58256E-02 -0.22928E+00 0.58256E-02 0.10011E+00 0.23076E+00 -0.22928E+00 0.23076E+00 -0.11356E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.09661945 0.51051059 0.38741458 0.01925621 0.00689910 0.03254753 0.51051059 0.38544286 0.34511858 -0.01150147 -0.03788765 0.01137781 0.38741458 0.34511858 80.73301180 -0.03865230 1.63775584 -1.61789970 0.01925621 -0.01150147 -0.03865230 0.20960817 0.03578870 -0.04173289 0.00689910 -0.03788765 1.63775584 0.03578870 -0.07416791 -0.03928896 0.03254753 0.01137781 -1.61789970 -0.04173289 -0.03928896 -0.14627133 *** 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) = 1.257863541 Kirchhoff stress 0.10323E+00 0.33397E-12 0.30768E-10 0.33394E-12 0.10323E+00 -0.79694E-10 0.30768E-10 -0.79694E-10 -0.11389E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.06946025 0.51414525 0.32373178 -0.00000000 -0.00000000 -0.00000000 0.51414525 0.06946025 0.32373178 0.00000000 0.00000000 0.00000000 0.32373178 0.32373178 80.92684279 -0.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 0.21268986 -0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 -0.15325241 -0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 -0.15325241 *** 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) = 1.253163799 Kirchhoff stress 0.10011E+00 0.58256E-02 0.23076E+00 0.58256E-02 0.91590E-01 -0.22928E+00 0.23076E+00 -0.22928E+00 -0.11356E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.38544286 0.51051059 0.34511858 -0.01150147 0.01137781 -0.03788765 0.51051059 -0.09661945 0.38741458 0.01925621 0.03254753 0.00689910 0.34511858 0.38741458 80.73301180 -0.03865230 -1.61789970 1.63775584 -0.01150147 0.01925621 -0.03865230 0.20960817 -0.04173289 0.03578870 0.01137781 0.03254753 -1.61789970 -0.04173289 -0.14627133 -0.03928896 -0.03788765 0.00689910 1.63775584 0.03578870 -0.03928896 -0.07416791 *** 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) = 1.239244354 Kirchhoff stress 0.77951E-01 0.22539E-01 0.45732E+00 0.22539E-01 0.68603E-01 -0.45235E+00 0.45732E+00 -0.45235E+00 -0.11258E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90535555 0.50031762 0.47027093 0.00062225 0.04513243 -0.06179711 0.50031762 -0.15116487 0.52024672 0.03702091 0.04388441 0.02686977 0.47027093 0.52024672 80.15222351 -0.15396980 -3.18500222 3.25238374 0.00062225 0.03702091 -0.15396980 0.20100596 -0.07018405 0.04986638 0.04513243 0.04388441 -3.18500222 -0.07018405 -0.03439885 -0.15651762 -0.06179711 0.02686977 3.25238374 0.04986638 -0.15651762 0.07483389 *** 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) = 1.216600433 Kirchhoff stress 0.36258E-01 0.47960E-01 0.67471E+00 0.47960E-01 0.36397E-01 -0.66586E+00 0.67471E+00 -0.66586E+00 -0.11098E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.33130196 0.47313629 0.66453426 0.04583969 0.04080822 -0.04699926 0.47313629 -0.22343742 0.67723676 0.06542030 0.01471271 0.05867893 0.66453426 0.67723676 79.13050612 -0.31938954 -4.70178210 4.81142568 0.04583969 0.06542030 -0.31938954 0.17632199 -0.06069677 0.02306187 0.04080822 0.01471271 -4.70178210 -0.06069677 0.14786229 -0.32512387 -0.04699926 0.05867893 4.81142568 0.02306187 -0.32512387 0.24846923 *** 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) = 1.185801665 Kirchhoff stress -0.16903E-01 0.79654E-01 0.88038E+00 0.79654E-01 -0.37117E-02 -0.86854E+00 0.88038E+00 -0.86854E+00 -0.10878E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.36025928 0.43133030 0.89579888 0.08914571 -0.03020724 0.00581270 0.43133030 -0.32071364 0.83008910 0.10501914 -0.04821339 0.08452726 0.89579888 0.83008910 77.62682677 -0.51693506 -6.15789027 6.27570352 0.08914571 0.10501914 -0.51693506 0.13773707 -0.01400154 -0.03772543 -0.03020724 -0.04821339 -6.15789027 -0.01400154 0.36859118 -0.52712169 0.00581270 0.08452726 6.27570352 -0.03772543 -0.52712169 0.41810135 *** 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) = 1.147316851 Kirchhoff stress -0.73725E-01 0.11713E+00 0.10714E+01 0.11713E+00 -0.52175E-01 -0.10590E+01 0.10714E+01 -0.10590E+01 -0.10605E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.22207594 0.40925868 1.20550906 0.09635203 -0.07367474 0.06455021 0.40925868 -0.41765675 1.01324197 0.12674356 -0.09843149 0.07068445 1.20550906 1.01324197 75.69447150 -0.76577463 -7.48476401 7.58960096 0.09635203 0.12674356 -0.76577463 0.11938870 0.03781510 -0.08588888 -0.07367474 -0.09843149 -7.48476401 0.03781510 0.66941086 -0.78165396 0.06455021 0.07068445 7.58960096 -0.08588888 -0.78165396 0.61782244 *** 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) = 1.101629040 Kirchhoff stress -0.13382E+00 0.15985E+00 0.12438E+01 0.15985E+00 -0.10923E+00 -0.12352E+01 0.12438E+01 -0.12352E+01 -0.10285E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.20360769 0.40067529 1.57529059 0.11564772 -0.06409820 0.14735742 0.40067529 -0.48353894 1.25190529 0.14003050 -0.14436282 0.07530591 1.57529059 1.25190529 73.38442965 -1.04440974 -8.68152534 8.79009817 0.11564772 0.14003050 -1.04440974 0.11477814 0.11292734 -0.12969697 -0.06409820 -0.14436282 -8.68152534 0.11292734 1.03213263 -1.06716322 0.14735742 0.07530591 8.79009817 -0.12969697 -1.06716322 0.87246754 *** 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) = 1.049409074 Kirchhoff stress -0.20026E+00 0.20540E+00 0.13942E+01 0.20540E+00 -0.17155E+00 -0.13934E+01 0.13942E+01 -0.13934E+01 -0.99199E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.44747295 0.41206115 1.97814368 0.19088653 -0.01667381 0.26431179 0.41206115 -0.40810444 1.61464794 0.12916499 -0.20974483 0.20737948 1.97814368 1.61464794 70.78801652 -1.35585417 -9.76433024 9.93881060 0.19088653 0.12916499 -1.35585417 0.13009300 0.22147828 -0.19272953 -0.01667381 -0.20974483 -9.76433024 0.22147828 1.42993633 -1.38654659 0.26431179 0.20737948 9.93881060 -0.19272953 -1.38654659 1.25020365 *** 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) = 0.9916972976 Kirchhoff stress -0.27679E+00 0.24998E+00 0.15194E+01 0.24998E+00 -0.23179E+00 -0.15268E+01 0.15194E+01 -0.15268E+01 -0.95119E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.93530390 0.46353830 2.38773352 0.28821305 0.03836052 0.40265203 0.46353830 -0.21573270 2.05230629 0.09033283 -0.29365925 0.43739006 2.38773352 2.05230629 67.91450935 -1.69366668 -10.72383503 10.97981094 0.28821305 0.09033283 -1.69366668 0.18513723 0.35082337 -0.27392246 0.03836052 -0.29365925 -10.72383503 0.35082337 1.83663281 -1.73318464 0.40265203 0.43739006 10.97981094 -0.27392246 -1.73318464 1.70148710 *** 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) = 0.9297355593 Kirchhoff stress -0.36185E+00 0.29293E+00 0.16199E+01 0.29293E+00 -0.29209E+00 -0.16370E+01 0.16199E+01 -0.16370E+01 -0.90685E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.27100074 0.52003549 2.75501786 0.34817312 0.01105516 0.53584748 0.52003549 -0.17521234 2.37890430 0.09839117 -0.35226525 0.54842003 2.75501786 2.37890430 64.72051749 -2.01611837 -11.52605305 11.76198302 0.34817312 0.09839117 -2.01611837 0.24451456 0.47458994 -0.32931068 0.01105516 -0.35226525 -11.52605305 0.47458994 2.20326652 -2.06511541 0.53584748 0.54842003 11.76198302 -0.32931068 -2.06511541 2.03998808 *** 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) = 0.8644946472 Kirchhoff stress -0.44493E+00 0.33643E+00 0.16981E+01 0.33643E+00 -0.35279E+00 -0.17247E+01 0.16981E+01 -0.17247E+01 -0.85975E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.00221999 0.55463386 3.09518430 0.23653206 -0.13777199 0.64594900 0.55463386 -0.01151370 2.71120433 0.12244109 -0.42083335 0.70997720 3.09518430 2.71120433 61.36398658 -2.35398857 -12.16170731 12.36657854 0.23653206 0.12244109 -2.35398857 0.28096462 0.57502336 -0.39408080 -0.13777199 -0.42083335 -12.16170731 0.57502336 2.54498981 -2.41282486 0.64594900 0.70997720 12.36657854 -0.39408080 -2.41282486 2.38213939 *** 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) = 0.7967762596 Kirchhoff stress -0.51598E+00 0.38122E+00 0.17551E+01 0.38122E+00 -0.40797E+00 -0.17871E+01 0.17551E+01 -0.17871E+01 -0.81047E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.78880597 0.57388686 3.42592230 0.14083992 -0.35817390 0.76779723 0.57388686 0.10096020 3.05633036 0.05482017 -0.54957852 0.89484503 3.42592230 3.05633036 57.94224176 -2.70532734 -12.63026962 12.82350147 0.14083992 0.05482017 -2.70532734 0.30074525 0.68719306 -0.51840010 -0.35817390 -0.54957852 -12.63026962 0.68719306 2.87939410 -2.77404853 0.76779723 0.89484503 12.82350147 -0.51840010 -2.77404853 2.73482163 *** 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) = 0.7274021009 Kirchhoff stress -0.57875E+00 0.41947E+00 0.17896E+01 0.41947E+00 -0.46061E+00 -0.18254E+01 0.17896E+01 -0.18254E+01 -0.75962E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.84822623 0.62770943 3.75471959 0.18213143 -0.60247403 0.94735345 0.62770943 -0.04371150 3.39237820 -0.11909854 -0.73217604 1.04370313 3.75471959 3.39237820 54.49963885 -3.03765941 -12.94043424 13.14023431 0.18213143 -0.11909854 -3.03765941 0.35354983 0.85731501 -0.69593535 -0.60247403 -0.73217604 -12.94043424 0.85731501 3.21381723 -3.11599603 0.94735345 1.04370313 13.14023431 -0.69593535 -3.11599603 3.07599188 *** 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) = 0.6571316074 Kirchhoff stress -0.63248E+00 0.44651E+00 0.18028E+01 0.44651E+00 -0.51334E+00 -0.18412E+01 0.18028E+01 -0.18412E+01 -0.70777E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.93253425 0.70962280 4.05043293 0.29298085 -0.88004300 1.14941960 0.70962280 -0.21836214 3.72051091 -0.24606825 -0.90240112 1.20632404 4.05043293 3.72051091 51.04324188 -3.32008501 -13.10786929 13.31561759 0.29298085 -0.24606825 -3.32008501 0.43275771 1.05046302 -0.86049673 -0.88004300 -0.90240112 -13.10786929 1.05046302 3.51691213 -3.40746986 1.14941960 1.20632404 13.31561759 -0.86049673 -3.40746986 3.40676967 *** 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) = 0.5866100776 Kirchhoff stress -0.67610E+00 0.46365E+00 0.17968E+01 0.46365E+00 -0.56577E+00 -0.18358E+01 0.17968E+01 -0.18358E+01 -0.65548E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.04495160 0.81028471 4.32949275 0.38394526 -1.11881253 1.32320359 0.81028471 -0.29511635 4.00455199 -0.25850152 -1.03104544 1.35338242 4.32949275 4.00455199 47.58870832 -3.55394883 -13.12169697 13.32315972 0.38394526 -0.25850152 -3.55394883 0.52896914 1.21612807 -0.98296551 -1.11881253 -1.03104544 -13.12169697 1.21612807 3.80483142 -3.64954278 1.32320359 1.35338242 13.32315972 -0.98296551 -3.64954278 3.69101723 *** 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) = 0.5164686828 Kirchhoff stress -0.71223E+00 0.47546E+00 0.17715E+01 0.47546E+00 -0.61552E+00 -0.18106E+01 0.17715E+01 -0.18106E+01 -0.60355E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.22406182 0.92491172 4.61752592 0.39826100 -1.24780612 1.44408042 0.92491172 -0.07801242 4.23210617 -0.15135323 -1.12599444 1.47771683 4.61752592 4.23210617 44.16710885 -3.74986170 -12.97412920 13.16913487 0.39826100 -0.15135323 -3.74986170 0.63738578 1.32993711 -1.07135478 -1.24780612 -1.12599444 -12.97412920 1.32993711 4.10285618 -3.85259636 1.44408042 1.47771683 13.16913487 -1.07135478 -3.85259636 3.91640736 *** 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) = 0.4474923103 Kirchhoff stress -0.74307E+00 0.48537E+00 0.17263E+01 0.48537E+00 -0.65408E+00 -0.17669E+01 0.17263E+01 -0.17669E+01 -0.55258E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.32794909 1.04058281 4.87918868 0.34962161 -1.31161282 1.54848807 1.04058281 0.52220052 4.42722500 -0.03285739 -1.23888630 1.62545484 4.87918868 4.42722500 40.76000510 -3.91432425 -12.73600656 12.91771912 0.34962161 -0.03285739 -3.91432425 0.74507803 1.42852115 -1.17744324 -1.31161282 -1.23888630 -12.73600656 1.42852115 4.37525971 -4.02294679 1.54848807 1.62545484 12.91771912 -1.17744324 -4.02294679 4.10705695 *** 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) = 0.3805882887 Kirchhoff stress -0.76243E+00 0.48925E+00 0.16626E+01 0.48925E+00 -0.67506E+00 -0.17054E+01 0.16626E+01 -0.17054E+01 -0.50266E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.99420592 1.12603992 5.01737007 0.32724116 -1.47717108 1.70908629 1.12603992 1.08075869 4.60459272 -0.09727946 -1.42143200 1.82734060 5.01737007 4.60459272 37.31836752 -4.03636152 -12.50915586 12.63638854 0.32724116 -0.09727946 -4.03636152 0.82086135 1.58470196 -1.35310065 -1.47717108 -1.42143200 -12.50915586 1.58470196 4.52456190 -4.14947783 1.70908629 1.82734060 12.63638854 -1.35310065 -4.14947783 4.27777892 *** 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) = 0.3163909010 Kirchhoff stress -0.76238E+00 0.48321E+00 0.15873E+01 0.48321E+00 -0.68362E+00 -0.16303E+01 0.15873E+01 -0.16303E+01 -0.45377E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.74619197 1.19058696 4.97810216 0.29118120 -1.75938764 1.84987679 1.19058696 1.00768283 4.66746616 -0.13692782 -1.55301504 1.89068298 4.97810216 4.66746616 33.81035907 -4.07968470 -12.24144870 12.20873327 0.29118120 -0.13692782 -4.07968470 0.87419177 1.72260562 -1.47788159 -1.75938764 -1.55301504 -12.24144870 1.72260562 4.49644317 -4.19580517 1.84987679 1.89068298 12.20873327 -1.47788159 -4.19580517 4.33201522 *** 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) = 0.2550332316 Kirchhoff stress -0.74941E+00 0.47129E+00 0.15058E+01 0.47129E+00 -0.69310E+00 -0.15463E+01 0.15058E+01 -0.15463E+01 -0.40640E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.91454243 1.28372923 4.93989813 0.19411336 -1.93252350 1.91608771 1.28372923 0.74976576 4.66438244 -0.13922085 -1.63283684 1.90797417 4.93989813 4.66438244 30.43951038 -4.08576251 -11.79740372 11.63113175 0.19411336 -0.13922085 -4.08576251 0.95475930 1.78752328 -1.55115377 -1.93252350 -1.63283684 -11.79740372 1.78752328 4.46907495 -4.20334205 1.91608771 1.90797417 11.63113175 -1.55115377 -4.20334205 4.31850757 *** 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) = 0.1966556510 Kirchhoff stress -0.73392E+00 0.45650E+00 0.14162E+01 0.45650E+00 -0.70235E+00 -0.14537E+01 0.14162E+01 -0.14537E+01 -0.36135E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.29956727 1.41531097 4.93101441 0.08652636 -2.00197872 1.93785543 1.41531097 0.81296463 4.64615057 -0.13991718 -1.69894320 1.98457230 4.93101441 4.64615057 27.32790703 -4.05900961 -11.18428653 10.97113797 0.08652636 -0.13991718 -4.05900961 1.07264341 1.80960453 -1.61112446 -2.00197872 -1.69894320 -11.18428653 1.80960453 4.47039728 -4.17649311 1.93785543 1.98457230 10.97113797 -1.61112446 -4.17649311 4.28830515 *** 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) = 0.1416602352 Kirchhoff stress -0.71743E+00 0.43843E+00 0.13187E+01 0.43843E+00 -0.70383E+00 -0.13521E+01 0.13187E+01 -0.13521E+01 -0.31899E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.61799026 1.56773873 4.90145061 0.02802291 -2.05361686 1.94667911 1.56773873 1.14497177 4.62225791 -0.15097602 -1.76765427 2.09961760 4.90145061 4.62225791 24.50044646 -3.98883079 -10.47415933 10.28212706 0.02802291 -0.15097602 -3.98883079 1.21048052 1.82030788 -1.67428851 -2.05361686 -1.76765427 -10.47415933 1.82030788 4.45004769 -4.10468975 1.94667911 2.09961760 10.28212706 -1.67428851 -4.10468975 4.25116148 *** 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) = 0.9053289737E-01 Kirchhoff stress -0.69857E+00 0.41493E+00 0.12146E+01 0.41493E+00 -0.69278E+00 -0.12428E+01 0.12146E+01 -0.12428E+01 -0.27948E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.78466863 1.70641900 4.85780898 0.08822282 -2.04792994 1.96117570 1.70641900 1.60088579 4.59331214 -0.14941616 -1.83142087 2.22408736 4.85780898 4.59331214 21.95224784 -3.86815419 -9.70015065 9.59197843 0.08822282 -0.14941616 -3.86815419 1.33378654 1.83813550 -1.73329531 -2.04792994 -1.83142087 -9.70015065 1.83813550 4.41414359 -3.98092844 1.96117570 2.22408736 9.59197843 -1.73329531 -3.98092844 4.20789786 *** 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) = 0.4371562470E-01 Kirchhoff stress -0.67318E+00 0.38422E+00 0.11057E+01 0.38422E+00 -0.66791E+00 -0.11278E+01 0.11057E+01 -0.11278E+01 -0.24286E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.74816224 1.83250375 4.75925606 0.16584033 -2.06217126 1.97311683 1.83250375 2.00589633 4.54604328 -0.11872489 -1.87681942 2.32064522 4.75925606 4.54604328 19.62848846 -3.70188893 -8.91188976 8.90010917 0.16584033 -0.11872489 -3.70188893 1.44383078 1.85470009 -1.77490225 -2.06217126 -1.87681942 -8.91188976 1.85470009 4.32144455 -3.81023997 1.97311683 2.32064522 8.90010917 -1.77490225 -3.81023997 4.14544093 *** 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) = 0.1435150720E-02 Kirchhoff stress -0.63789E+00 0.34872E+00 0.99642E+00 0.34872E+00 -0.63236E+00 -0.10097E+01 0.99642E+00 -0.10097E+01 -0.20905E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.56253346 1.93860468 4.57121937 0.13741503 -2.15150627 1.95846043 1.93860468 2.24364632 4.45603104 -0.05581733 -1.89803439 2.35082459 4.57121937 4.45603104 17.45747534 -3.50525780 -8.15261907 8.18837837 0.13741503 -0.05581733 -3.50525780 1.53340062 1.84576884 -1.79343343 -2.15150627 -1.89803439 -8.15261907 1.84576884 4.13711435 -3.60801623 1.95846043 2.35082459 8.18837837 -1.79343343 -3.60801623 4.03958786 *** 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) = -0.3637432942E-01 Kirchhoff stress -0.59059E+00 0.31211E+00 0.89139E+00 0.31211E+00 -0.59059E+00 -0.89139E+00 0.89139E+00 -0.89139E+00 -0.17794E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.32359352 1.98691195 4.29893977 0.01863755 -2.28569021 1.90177858 1.98691195 2.32359352 4.29893977 0.01863755 -1.90177858 2.28569021 4.29893977 4.29893977 15.38990052 -3.29559382 -7.44163554 7.44163554 0.01863755 0.01863755 -3.29559382 1.56487841 1.79569442 -1.79569442 -2.28569021 -1.90177858 -7.44163554 1.79569442 3.86623586 -3.39179169 1.90177858 2.28569021 7.44163554 -1.79569442 -3.39179169 3.86623586 *** 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) = -0.6997762879E-01 Kirchhoff stress -0.53473E+00 0.27667E+00 0.79293E+00 0.27667E+00 -0.54553E+00 -0.77626E+00 0.79293E+00 -0.77626E+00 -0.14952E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.18950823 1.97431742 3.97830781 -0.14114020 -2.38743041 1.80912122 1.97431742 2.36219970 4.06715872 0.04260699 -1.90156403 2.11916617 3.97830781 4.06715872 13.42001213 -3.08554732 -6.77736718 6.66632465 -0.14114020 0.04260699 -3.08554732 1.53536995 1.71029923 -1.79524045 -2.38743041 -1.90156403 -6.77736718 1.71029923 3.54466790 -3.17443332 1.80912122 2.11916617 6.66632465 -1.79524045 -3.17443332 3.61801748 *** 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) = -0.9848862894E-01 Kirchhoff stress -0.44113E+00 0.20703E+00 0.63647E+00 0.20703E+00 -0.46313E+00 -0.60295E+00 0.63647E+00 -0.60295E+00 -0.11190E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.58933643 2.36894863 5.14114428 -0.71886378 -3.19684463 2.50781243 2.36894863 2.86773819 5.27621096 -0.47316751 -2.70220028 2.69729142 5.14114428 5.27621096 16.68428271 -4.36373432 -8.90217848 8.65331702 -0.71886378 -0.47316751 -4.36373432 1.91326549 2.41668752 -2.59687837 -3.19684463 -2.70220028 -8.90217848 2.41668752 4.70433105 -4.44478123 2.50781243 2.69729142 8.65331702 -2.59687837 -4.44478123 4.81073243 *** 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) = -0.1208478309 Kirchhoff stress -0.35464E+00 0.14204E+00 0.50102E+00 0.14204E+00 -0.38496E+00 -0.45377E+00 0.50102E+00 -0.45377E+00 -0.80708E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.37897704 2.15140265 4.13439700 -0.62754633 -2.73373200 2.04384617 2.15140265 2.78667116 4.26223633 -0.45943747 -2.30613892 2.08406174 4.13439700 4.26223633 12.39068500 -3.43546230 -6.93104932 6.55089757 -0.62754633 -0.45943747 -3.43546230 1.67943348 1.96065144 -2.20301237 -2.73373200 -2.30613892 -6.93104932 1.96065144 3.69237166 -3.50836530 2.04384617 2.08406174 6.55089757 -2.20301237 -3.50836530 3.78081748 *** 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) = -0.1383073767 Kirchhoff stress -0.28145E+00 0.86735E-01 0.39473E+00 0.86735E-01 -0.31877E+00 -0.33917E+00 0.39473E+00 -0.33917E+00 -0.57034E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.05191900 1.93120893 3.27407819 -0.50795033 -2.26721513 1.62989773 1.93120893 2.58540834 3.35694397 -0.40618918 -1.90645433 1.52738718 3.27407819 3.35694397 8.99206879 -2.61697952 -5.28829128 4.80431201 -0.50795033 -0.40618918 -2.61697952 1.45071237 1.55577483 -1.80806359 -2.26721513 -1.90645433 -5.28829128 1.55577483 2.83159399 -2.68070574 1.62989773 1.52738718 4.80431201 -1.80806359 -2.68070574 2.86745030 *** 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) = -0.1521069564 Kirchhoff stress -0.21761E+00 0.43841E-01 0.31506E+00 0.43841E-01 -0.26682E+00 -0.25433E+00 0.31506E+00 -0.25433E+00 -0.39551E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.45839261 1.66813849 2.51758980 -0.42886071 -1.89733528 1.24687910 1.66813849 2.29922475 2.58839947 -0.20074778 -1.50603258 1.11966931 2.51758980 2.58839947 6.36675640 -1.91426182 -3.94530750 3.40691501 -0.42886071 -0.20074778 -1.91426182 1.20237065 1.18442954 -1.41737404 -1.89733528 -1.50603258 -3.94530750 1.18442954 2.09343887 -1.96667035 1.24687910 1.11966931 3.40691501 -1.41737404 -1.96667035 2.11446583 *** 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) = -0.1634171657 Kirchhoff stress -0.15915E+00 0.16279E-01 0.25997E+00 0.16279E-01 -0.22691E+00 -0.19290E+00 0.25997E+00 -0.19290E+00 -0.26951E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92754524 1.37249444 1.87405346 -0.35668843 -1.58495421 0.90012460 1.37249444 1.89320739 1.93208567 0.00038778 -1.15761014 0.76772470 1.87405346 1.93208567 4.40580439 -1.34245254 -2.88163864 2.32537489 -0.35668843 0.00038778 -1.34245254 0.94312101 0.85041585 -1.08219508 -1.58495421 -1.15761014 -2.88163864 0.85041585 1.48549498 -1.38292349 0.90012460 0.76772470 2.32537489 -1.08219508 -1.38292349 1.49567560 *** 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) = -0.1732086707 Kirchhoff stress -0.11165E+00 -0.23283E-03 0.22331E+00 -0.23283E-03 -0.20129E+00 -0.15086E+00 0.22331E+00 -0.15086E+00 -0.18091E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.73717748 1.10270092 1.36612956 -0.20727552 -1.26911706 0.62413423 1.10270092 1.41729642 1.42996005 0.10726801 -0.89173477 0.47651218 1.36612956 1.42996005 3.02865595 -0.90778200 -2.07874675 1.56440375 -0.20727552 0.10726801 -0.90778200 0.72790574 0.58689246 -0.83139349 -1.26911706 -0.89173477 -2.07874675 0.58689246 1.02772766 -0.93696989 0.62413423 0.47651218 1.56440375 -0.83139349 -0.93696989 1.04944177 *** 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) = -0.1821001909 Kirchhoff stress -0.77526E-01 -0.10699E-01 0.19906E+00 -0.10699E-01 -0.18502E+00 -0.12116E+00 0.19906E+00 -0.12116E+00 -0.11728E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.69011382 0.89128854 0.97014235 -0.02796527 -1.00156181 0.41751965 0.89128854 1.16571613 1.07563333 0.17483793 -0.69187076 0.29146487 0.97014235 1.07563333 2.08931735 -0.59784880 -1.51478878 1.06347515 -0.02796527 0.17483793 -0.59784880 0.58531272 0.39156162 -0.64697603 -1.00156181 -0.69187076 -1.51478878 0.39156162 0.69363081 -0.61723964 0.41751965 0.29146487 1.06347515 -0.64697603 -0.61723964 0.76532547 *** 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) = -0.1904409686 Kirchhoff stress -0.54025E-01 -0.16266E-01 0.18422E+00 -0.16266E-01 -0.17672E+00 -0.10273E+00 0.18422E+00 -0.10273E+00 -0.72700E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.52622388 0.71108273 0.66129741 0.12138836 -0.77949139 0.25556168 0.71108273 0.97972434 0.70155615 0.28714777 -0.50044419 0.05408679 0.66129741 0.70155615 1.37700185 -0.35694576 -1.10813992 0.64838104 0.12138836 0.28714777 -0.35694576 0.48393141 0.23918717 -0.47023106 -0.77949139 -0.50044419 -1.10813992 0.23918717 0.45534119 -0.36845554 0.25556168 0.05408679 0.64838104 -0.47023106 -0.36845554 0.47144613 *** 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) = -0.1985875993 Kirchhoff stress -0.35843E-01 -0.15435E-01 0.17529E+00 -0.15435E-01 -0.17358E+00 -0.93597E-01 0.17529E+00 -0.93597E-01 -0.44310E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.12733706 0.56201684 0.48554733 0.12815892 -0.56526166 0.11573301 0.56201684 1.02832835 0.42790528 0.37392505 -0.34414569 -0.09476512 0.48554733 0.42790528 0.90909850 -0.21166149 -0.79879185 0.33726554 0.12815892 0.37392505 -0.21166149 0.40571241 0.10620440 -0.32540598 -0.56526166 -0.34414569 -0.79879185 0.10620440 0.34310131 -0.21785487 0.11573301 -0.09476512 0.33726554 -0.32540598 -0.21785487 0.26975491 *** 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) = -0.2067118733 Kirchhoff stress -0.20563E-01 -0.86327E-02 0.16809E+00 -0.86327E-02 -0.16856E+00 -0.88481E-01 0.16809E+00 -0.88481E-01 -0.27866E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.00802267 0.48190588 0.42231498 0.12522648 -0.40989707 0.01650242 0.48190588 1.27909727 0.30136126 0.38798783 -0.25413042 -0.13590640 0.42231498 0.30136126 0.64235349 -0.14852455 -0.60105267 0.13126415 0.12522648 0.38798783 -0.14852455 0.35677771 0.01008166 -0.24069172 -0.40989707 -0.25413042 -0.60105267 0.01008166 0.30754748 -0.15229082 0.01650242 -0.13590640 0.13126415 -0.24069172 -0.15229082 0.17492159 *** 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) = -0.2147019506 Kirchhoff stress -0.10027E-01 -0.45485E-03 0.16099E+00 -0.45485E-03 -0.15794E+00 -0.83966E-01 0.16099E+00 -0.83966E-01 -0.18108E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.03596077 0.45315977 0.39535904 0.17009147 -0.35356480 -0.02586344 0.45315977 1.49386059 0.26588369 0.33203246 -0.23045833 -0.12840807 0.39535904 0.26588369 0.46984234 -0.12815181 -0.52415122 0.00936087 0.17009147 0.33203246 -0.12815181 0.32797409 -0.03124622 -0.21849605 -0.35356480 -0.23045833 -0.52415122 -0.03124622 0.27969709 -0.13090267 -0.02586344 -0.12840807 0.00936087 -0.21849605 -0.13090267 0.13956219 *** 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) = -0.2223912372 Kirchhoff stress -0.20328E-02 0.52081E-02 0.15437E+00 0.52081E-02 -0.14382E+00 -0.79668E-01 0.15437E+00 -0.79668E-01 -0.10640E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.12064795 0.46588702 0.38726368 0.23640955 -0.34826695 -0.02335255 0.46588702 1.51326968 0.27211251 0.24501664 -0.23610480 -0.14067596 0.38726368 0.27211251 0.33763295 -0.11954142 -0.52737497 -0.05820474 0.23640955 0.24501664 -0.11954142 0.31783285 -0.02866472 -0.22361620 -0.34826695 -0.23610480 -0.52737497 -0.02866472 0.24939030 -0.12178369 -0.02335255 -0.14067596 -0.05820474 -0.22361620 -0.12178369 0.12292812 *** 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) = -0.2297397405 Kirchhoff stress 0.39287E-02 0.73018E-02 0.14764E+00 0.73018E-02 -0.13108E+00 -0.76643E-01 0.14764E+00 -0.76643E-01 -0.38316E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.26603104 0.51728149 0.43074032 0.29928487 -0.29660799 0.00303317 0.51728149 1.42398280 0.30362000 0.18986213 -0.22929642 -0.17597924 0.43074032 0.30362000 0.25684725 -0.10387996 -0.53796307 -0.08610031 0.29928487 0.18986213 -0.10387996 0.33159505 -0.00250718 -0.21560136 -0.29660799 -0.22929642 -0.53796307 -0.00250718 0.25639285 -0.10565165 0.00303317 -0.17597924 -0.08610031 -0.21560136 -0.10565165 0.11677568 *** 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) = -0.2367578209 Kirchhoff stress 0.71110E-02 0.75669E-02 0.13935E+00 0.75669E-02 -0.12031E+00 -0.74857E-01 0.13935E+00 -0.74857E-01 0.21841E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.41433122 0.59205496 0.52623589 0.33111500 -0.17798387 0.02804310 0.59205496 1.52452524 0.36352125 0.21126178 -0.19527899 -0.17749607 0.52623589 0.36352125 0.24983685 -0.08464395 -0.50849825 -0.07528924 0.33111500 0.21126178 -0.08464395 0.36927409 0.02252846 -0.18107506 -0.17798387 -0.19527899 -0.50849825 0.02252846 0.31529326 -0.08578184 0.02804310 -0.17749607 -0.07528924 -0.18107506 -0.08578184 0.13962973 *** 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) = -0.2433263452 Kirchhoff stress 0.61997E-02 0.89363E-02 0.12736E+00 0.89363E-02 -0.10646E+00 -0.72399E-01 0.12736E+00 -0.72399E-01 0.67048E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.61730976 0.68268230 0.67011681 0.28676520 0.01540054 0.03401400 0.68268230 1.77995481 0.45552278 0.25182151 -0.14774382 -0.12551526 0.67011681 0.45552278 0.32596722 -0.07709116 -0.42141836 -0.02545821 0.28676520 0.25182151 -0.07709116 0.43197097 0.02887344 -0.13411805 0.01540054 -0.14774382 -0.42141836 0.02887344 0.43071382 -0.07753667 0.03401400 -0.12551526 -0.02545821 -0.13411805 -0.07753667 0.20383002 *** 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) = -0.2491359162 Kirchhoff stress -0.12072E-02 0.11533E-01 0.10996E+00 0.11533E-01 -0.90379E-01 -0.66719E-01 0.10996E+00 -0.66719E-01 0.97682E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84503290 0.75021840 0.79682073 0.18773797 0.19328272 0.02744686 0.75021840 1.75793392 0.57007955 0.17592433 -0.11505365 -0.01997708 0.79682073 0.57007955 0.43579735 -0.08480464 -0.32288441 0.04411089 0.18773797 0.17592433 -0.08480464 0.47882431 0.02283902 -0.10270394 0.19328272 -0.11505365 -0.32288441 0.02283902 0.53550995 -0.08466446 0.02744686 -0.01997708 0.04411089 -0.10270394 -0.08466446 0.29787216 *** 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) = -0.2539117925 Kirchhoff stress -0.10046E-01 0.13325E-01 0.90734E-01 0.13325E-01 -0.74411E-01 -0.57646E-01 0.90734E-01 -0.57646E-01 0.13537E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.74483737 0.77574271 0.77231828 0.13119165 0.15113163 0.04290579 0.77574271 1.64031362 0.64414019 0.07840978 -0.10084994 0.06333639 0.77231828 0.64414019 0.47395395 -0.07051925 -0.30247065 0.09902413 0.13119165 0.07840978 -0.07051925 0.48935494 0.03887538 -0.09018464 0.15113163 -0.10084994 -0.30247065 0.03887538 0.49438660 -0.06998801 0.04290579 0.06333639 0.09902413 -0.09018464 -0.06998801 0.35710750 *** 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) = -0.2577174496 Kirchhoff stress -0.11709E-01 0.13078E-01 0.75025E-01 0.13078E-01 -0.58580E-01 -0.47404E-01 0.75025E-01 -0.47404E-01 0.19278E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.51989613 0.77097945 0.75035040 0.08514128 0.06433493 0.04685032 0.77097945 1.55716265 0.66094670 0.00637252 -0.10009760 0.09281647 0.75035040 0.66094670 0.50368769 -0.06076718 -0.25049217 0.09133811 0.08514128 0.00637252 -0.06076718 0.47373854 0.04336982 -0.09129228 0.06433493 -0.10009760 -0.25049217 0.04336982 0.45979539 -0.06005803 0.04685032 0.09281647 0.09133811 -0.09129228 -0.06005803 0.36319269 *** 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) = -0.2607388854 Kirchhoff stress -0.71980E-02 0.11799E-01 0.61158E-01 0.11799E-01 -0.42587E-01 -0.37666E-01 0.61158E-01 -0.37666E-01 0.22344E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.31305890 0.74271116 0.77080930 0.05378283 -0.01558776 0.04444296 0.74271116 1.51685000 0.63055458 -0.02313350 -0.10410466 0.06756532 0.77080930 0.63055458 0.55094580 -0.05124726 -0.14962918 0.02854602 0.05378283 -0.02313350 -0.05124726 0.43775707 0.04145958 -0.09717028 -0.01558776 -0.10410466 -0.14962918 0.04145958 0.47082505 -0.05054493 0.04444296 0.06756532 0.02854602 -0.09717028 -0.05054493 0.32516030 *** 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) = -0.2631352223 Kirchhoff stress 0.16607E-02 0.98572E-02 0.48774E-01 0.98572E-02 -0.26171E-01 -0.29699E-01 0.48774E-01 -0.29699E-01 0.20793E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.25432846 0.71735730 0.80700623 0.03747522 -0.09690275 0.05159036 0.71735730 1.49428970 0.60806274 -0.03237101 -0.10666855 0.03955806 0.80700623 0.60806274 0.62639102 -0.03865440 -0.05396689 -0.03281969 0.03747522 -0.03237101 -0.03865440 0.40694277 0.04906516 -0.10149555 -0.09690275 -0.10666855 -0.05396689 0.04906516 0.50004217 -0.03808554 0.05159036 0.03955806 -0.03281969 -0.10149555 -0.03808554 0.29722490 *** 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) = -0.2650024248 Kirchhoff stress 0.10645E-01 0.70283E-02 0.37102E-01 0.70283E-02 -0.99821E-02 -0.22428E-01 0.37102E-01 -0.22428E-01 0.16184E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.47942235 0.72856521 0.86541644 0.01581823 -0.14527413 0.07300297 0.72856521 1.36140944 0.64370060 -0.05666905 -0.11532826 0.04409542 0.86541644 0.64370060 0.75767254 -0.04417225 -0.00227735 -0.04269743 0.01581823 -0.05666905 -0.04417225 0.41439937 0.07094854 -0.11174183 -0.14527413 -0.11532826 -0.00227735 0.07094854 0.55344263 -0.04379458 0.07300297 0.04409542 -0.04269743 -0.11174183 -0.04379458 0.32911002 *** 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) = -0.2663300594 Kirchhoff stress 0.13801E-01 0.33385E-02 0.24723E-01 0.33385E-02 0.93927E-03 -0.14979E-01 0.24723E-01 -0.14979E-01 0.10365E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91326576 0.75669916 0.90321024 0.01042224 -0.09691151 0.06420594 0.75669916 0.97816465 0.67785417 -0.06512276 -0.09108371 0.00699914 0.90321024 0.67785417 0.86535494 -0.03483320 0.03991962 -0.05803574 0.01042224 -0.06512276 -0.03483320 0.44008856 0.06270264 -0.08888826 -0.09691151 -0.09108371 0.03991962 0.06270264 0.58779890 -0.03464486 0.06420594 0.00699914 -0.05803574 -0.08888826 -0.03464486 0.36085479 *** 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) = -0.2671104207 Kirchhoff stress 0.78166E-02 0.66918E-03 0.11822E-01 0.66918E-03 0.19917E-02 -0.80437E-02 0.11822E-01 -0.80437E-02 0.37703E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.23021801 0.79290737 0.89859668 0.01217387 0.00593484 0.02678751 0.79290737 0.67232183 0.71774737 -0.03527948 -0.03600885 -0.04384641 0.89859668 0.71774737 0.92868057 -0.01166789 0.06028572 -0.06596795 0.01217387 -0.03527948 -0.01166789 0.47501811 0.02596013 -0.03500684 0.00593484 -0.03600885 0.06028572 0.02596013 0.58118197 -0.01161758 0.02678751 -0.04384641 -0.06596795 -0.03500684 -0.01161758 0.39959077 *** 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) = -0.2673661928 Kirchhoff stress -0.68100E-08 -0.51620E-15 -0.26585E-11 -0.51727E-15 -0.68089E-08 0.47652E-11 -0.26585E-11 0.47652E-11 -0.68099E-08 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95599590 0.81657891 0.81657891 -0.00000000 -0.00000000 -0.00000000 0.81657891 0.95599590 0.81657891 0.00000000 0.00000000 0.00000000 0.81657891 0.81657891 0.95599590 0.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 0.00000000 0.49827714 -0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 0.49827714 0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.49827714 * CB-KIM calculation successfully completed