---------------------------------------------------------------------------- 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: Pair_Morse_Shifted_GirifalcoWeizer_HighCutoff_Cu__MO_151002396060_001 Maximum cut-off distance: 10.1544000000 **global parameter settings** Number of spatial dimensions = 3 Number of dofs per node = 3 Number of nodes per element = 4 Shuffles optimization = OFF Prefer multilattice stress correction = OFF Optimize F and shuffles concurrently = ACTIVATED Use preconditioned CG optimization = ACTIVATED **optimize lattice parameter** Input lattice vectors 2.0000000000000000 0.0000000000000000 1.0000000000000000 0.0000000000000000 2.0000000000000000 1.0000000000000000 0.0000000000000000 0.0000000000000000 1.0000000000000000 *** WARNING: In mod_qclib/build_on_the_fly: Number of neighbors ( 403) exceeds maxlats. Increasing maxlats to 800. *** WARNING: In mod_qclib/build_on_the_fly: Number of neighbors ( 807) exceeds maxlats. Increasing maxlats to 1600. *** WARNING: In mod_poten_kim/Calc_Local: maxncry was increased in getlats, which means that RijList_LC(:,:,1) is now too small. There may be a considerable wait as I rebuild the local neighbor lists. *** WARNING: cgstep detected a warning set by build_on_the_fly: Many neighbors found, be patient this may take a while Relaxed lattice vectors 2.86449430398433335654 0.00000000000000087596 1.43224715199216690031 0.00000000000000087596 2.86449430398433202427 1.43224715199216623418 -0.00000000000000055865 -0.00000000000000066428 1.43224715199216401373 **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) = -0.2990189880 Kirchhoff stress 0.39354E-09 0.72135E-15 -0.17939E-15 0.70511E-15 0.39354E-09 -0.16692E-15 -0.15127E-15 -0.15748E-15 0.39354E-09 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91973934 0.84024061 0.84024061 -0.00000000 -0.00000000 0.00000000 0.84024061 0.91973934 0.84024061 -0.00000000 0.00000000 -0.00000000 0.84024061 0.84024061 0.91973934 -0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.84024061 0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 0.84024061 -0.00000000 0.00000000 -0.00000000 -0.00000000 0.00000000 -0.00000000 0.84024061 *** 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) = -0.2986515019 Kirchhoff stress -0.26277E-02 0.15343E-02 -0.15775E-01 0.15343E-02 0.67110E-03 0.17974E-01 -0.15775E-01 0.17974E-01 0.28775E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00456325 0.83382360 0.78649008 -0.03159311 0.00989981 -0.06789409 0.83382360 0.85867856 0.89316597 0.03063263 0.05857013 -0.01073751 0.78649008 0.89316597 0.91575256 -0.00854340 0.03878005 -0.04568933 -0.03159311 0.03063263 -0.00854340 0.83382360 -0.06789409 0.05857013 0.00989981 0.05857013 0.03878005 -0.06789409 0.78649008 -0.00854340 -0.06789409 -0.01073751 -0.04568933 0.05857013 -0.00854340 0.89316597 *** 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) = -0.2975133112 Kirchhoff stress -0.87332E-02 0.59379E-02 -0.30113E-01 0.59379E-02 0.17429E-03 0.38572E-01 -0.30113E-01 0.38572E-01 0.92451E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.12186032 0.81558598 0.73584643 -0.05817264 0.02307767 -0.14254163 0.81558598 0.81915711 0.94294630 0.05532777 0.10627294 -0.02548988 0.73584643 0.94294630 0.90455724 -0.03367281 0.07406033 -0.10013232 -0.05817264 0.05532777 -0.03367281 0.81558598 -0.14254163 0.10627294 0.02307767 0.10627294 0.07406033 -0.14254163 0.73584643 -0.03367281 -0.14254163 -0.02548988 -0.10013232 0.10627294 -0.03367281 0.94294630 *** 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) = -0.2955058627 Kirchhoff stress -0.19110E-01 0.12662E-01 -0.43814E-01 0.12662E-01 -0.61146E-03 0.62127E-01 -0.43814E-01 0.62127E-01 0.15280E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.26982703 0.78804571 0.69078517 -0.07367896 0.04179817 -0.22101026 0.78804571 0.79467941 0.98709118 0.07026722 0.14297350 -0.04818643 0.69078517 0.98709118 0.88899345 -0.07368456 0.10938962 -0.16512410 -0.07367896 0.07026722 -0.07368456 0.78804571 -0.22101026 0.14297350 0.04179817 0.14297350 0.10938962 -0.22101026 0.69078517 -0.07368456 -0.22101026 -0.04818643 -0.16512410 0.14297350 -0.07368456 0.98709118 *** 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) = -0.2924808290 Kirchhoff stress -0.34504E-01 0.20963E-01 -0.57625E-01 0.20963E-01 -0.11038E-02 0.88650E-01 -0.57625E-01 0.88650E-01 0.17068E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.44647200 0.75503707 0.65326598 -0.07342256 0.06722770 -0.30008444 0.75503707 0.77857987 1.02399497 0.07320262 0.16933569 -0.08152641 0.65326598 1.02399497 0.87013695 -0.12640029 0.14760938 -0.24111831 -0.07342256 0.07320262 -0.12640029 0.75503707 -0.30008444 0.16933569 0.06722770 0.16933569 0.14760938 -0.30008444 0.65326598 -0.12640029 -0.30008444 -0.08152641 -0.24111831 0.16933569 -0.12640029 1.02399497 *** 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) = -0.2882512285 Kirchhoff stress -0.55689E-01 0.29764E-01 -0.72408E-01 0.29764E-01 -0.10705E-02 0.11801E+00 -0.72408E-01 0.11801E+00 0.68082E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.65057731 0.72166576 0.62557689 -0.05233903 0.10048244 -0.37660776 0.72166576 0.76387721 1.05350586 0.06434916 0.18746685 -0.12804029 0.62557689 1.05350586 0.85192341 -0.18901830 0.19224364 -0.32824098 -0.05233903 0.06434916 -0.18901830 0.72166576 -0.37660776 0.18746685 0.10048244 0.18746685 0.19224364 -0.37660776 0.62557689 -0.18901830 -0.37660776 -0.12804029 -0.32824098 0.18746685 -0.18901830 1.05350586 *** 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) = -0.2826083331 Kirchhoff stress -0.82873E-01 0.38022E-01 -0.88753E-01 0.38022E-01 -0.52412E-03 0.14991E+00 -0.88753E-01 0.14991E+00 -0.22518E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.87685729 0.69263047 0.60858462 -0.00798404 0.14076645 -0.44854307 0.69263047 0.74460665 1.07570423 0.04558717 0.19984545 -0.18879295 0.60858462 1.07570423 0.83770378 -0.25889640 0.24526754 -0.42566033 -0.00798404 0.04558717 -0.25889640 0.69263047 -0.44854307 0.19984545 0.14076645 0.19984545 0.24526754 -0.44854307 0.60858462 -0.25889640 -0.44854307 -0.18879295 -0.42566033 0.19984545 -0.25889640 1.07570423 *** 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) = -0.2753441639 Kirchhoff stress -0.11577E+00 0.44637E-01 -0.10718E+00 0.44637E-01 0.15996E-03 0.18391E+00 -0.10718E+00 0.18391E+00 -0.77104E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.11690962 0.67253060 0.60169555 0.06146621 0.18688563 -0.51428358 0.67253060 0.71689758 1.09157371 0.02009575 0.20931736 -0.26309659 0.60169555 1.09157371 0.83002768 -0.33309499 0.30886256 -0.53284931 0.06146621 0.02009575 -0.33309499 0.67253060 -0.51428358 0.20931736 0.18688563 0.20931736 0.30886256 -0.51428358 0.60169555 -0.33309499 -0.51428358 -0.26309659 -0.53284931 0.20931736 -0.33309499 1.09157371 *** 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) = -0.2662677175 Kirchhoff stress -0.15408E+00 0.48696E-01 -0.12804E+00 0.48696E-01 0.28042E-03 0.21948E+00 -0.12804E+00 0.21948E+00 -0.16519E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.36500740 0.66525781 0.60470225 0.15636800 0.23790213 -0.57300417 0.66525781 0.67930160 1.10331367 -0.00836816 0.21848549 -0.34877416 0.60470225 1.10331367 0.83312443 -0.40968040 0.38412455 -0.64847449 0.15636800 -0.00836816 -0.40968040 0.66525781 -0.57300417 0.21848549 0.23790213 0.21848549 0.38412455 -0.57300417 0.60470225 -0.40968040 -0.57300417 -0.34877416 -0.64847449 0.21848549 -0.40968040 1.10331367 *** 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) = -0.2552211124 Kirchhoff stress -0.19709E+00 0.49402E-01 -0.15154E+00 0.49402E-01 -0.95438E-03 0.25613E+00 -0.15154E+00 0.25613E+00 -0.29319E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.61291994 0.67419702 0.61660448 0.27534891 0.29257963 -0.62460438 0.67419702 0.63137236 1.11277031 -0.03443675 0.22972383 -0.44359473 0.61660448 1.11277031 0.85016036 -0.48701698 0.47155397 -0.77110593 0.27534891 -0.03443675 -0.48701698 0.67419702 -0.62460438 0.22972383 0.29257963 0.22972383 0.47155397 -0.62460438 0.61660448 -0.48701698 -0.62460438 -0.44359473 -0.77110593 0.22972383 -0.48701698 1.11277031 *** 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) = -0.2420832674 Kirchhoff stress -0.24391E+00 0.46191E-01 -0.17769E+00 0.46191E-01 -0.44807E-02 0.29349E+00 -0.17769E+00 0.29349E+00 -0.46604E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.85320711 0.70168052 0.63635505 0.41652695 0.34974658 -0.66984740 0.70168052 0.57565664 1.12147396 -0.05336960 0.24458282 -0.54451308 0.63635505 1.12147396 0.88312210 -0.56413651 0.57104068 -0.90050853 0.41652695 -0.05336960 -0.56413651 0.70168052 -0.66984740 0.24458282 0.34974658 0.24458282 0.57104068 -0.66984740 0.63635505 -0.56413651 -0.66984740 -0.54451308 -0.90050853 0.24458282 -0.56413651 1.12147396 *** 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) = -0.2267808877 Kirchhoff stress -0.29344E+00 0.38710E-01 -0.20646E+00 0.38710E-01 -0.11230E-01 0.33115E+00 -0.20646E+00 0.33115E+00 -0.68976E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.07731564 0.74908400 0.66326862 0.57696134 0.40843086 -0.70920397 0.74908400 0.51538463 1.13132369 -0.06034417 0.26380798 -0.64742859 0.66326862 1.13132369 0.93541806 -0.64050455 0.68269773 -1.03598203 0.57696134 -0.06034417 -0.64050455 0.74908400 -0.70920397 0.26380798 0.40843086 0.26380798 0.68269773 -0.70920397 0.66326862 -0.64050455 -0.70920397 -0.64742859 -1.03598203 0.26380798 -0.64050455 1.13132369 *** 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) = -0.2092918668 Kirchhoff stress -0.34426E+00 0.26852E-01 -0.23774E+00 0.26852E-01 -0.21983E-01 0.36891E+00 -0.23774E+00 0.36891E+00 -0.96721E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.27549407 0.81675095 0.69598805 0.75255463 0.46859584 -0.74342127 0.81675095 0.45455942 1.14291067 -0.05115447 0.28776668 -0.75004819 0.69598805 1.14291067 1.00829320 -0.71561684 0.80596630 -1.17745319 0.75255463 -0.05115447 -0.71561684 0.81675095 -0.74342127 0.28776668 0.46859584 0.28776668 0.80596630 -0.74342127 0.69598805 -0.71561684 -0.74342127 -0.75004819 -1.17745319 0.28776668 -0.71561684 1.14291067 *** 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) = -0.1896398989 Kirchhoff stress -0.39523E+00 0.10745E-01 -0.27143E+00 0.10745E-01 -0.37578E-01 0.40654E+00 -0.27143E+00 0.40654E+00 -0.13052E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.44192626 0.90450906 0.73472053 0.93886424 0.52983138 -0.77341371 0.90450906 0.39906514 1.15743409 -0.02232002 0.31606107 -0.84864500 0.73472053 1.15743409 1.10699478 -0.78960207 0.94109857 -1.32471219 0.93886424 -0.02232002 -0.78960207 0.90450906 -0.77341371 0.31606107 0.52983138 0.31606107 0.94109857 -0.77341371 0.73472053 -0.78960207 -0.77341371 -0.84864500 -1.32471219 0.31606107 -0.78960207 1.15743409 *** 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) = -0.1678990481 Kirchhoff stress -0.44485E+00 -0.93010E-02 -0.30736E+00 -0.93010E-02 -0.58691E-01 0.44393E+00 -0.30736E+00 0.44393E+00 -0.17062E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.56839511 1.01098118 0.77891525 1.13051696 0.59254512 -0.79929043 1.01098118 0.35600127 1.17513172 0.02916912 0.34777866 -0.94117439 0.77891525 1.17513172 1.23248035 -0.86215998 1.08776439 -1.47782827 1.13051696 0.02916912 -0.86215998 1.01098118 -0.79929043 0.34777866 0.59254512 0.34777866 1.08776439 -0.79929043 0.77891525 -0.86215998 -0.79929043 -0.94117439 -1.47782827 0.34777866 -0.86215998 1.17513172 *** 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) = -0.1441872655 Kirchhoff stress -0.49162E+00 -0.32739E-01 -0.34538E+00 -0.32739E-01 -0.85523E-01 0.48093E+00 -0.34538E+00 0.48093E+00 -0.21740E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.64749904 1.13423026 0.82791200 1.32127616 0.65651343 -0.82103595 1.13423026 0.32829115 1.19564166 0.10546086 0.38210198 -1.02553098 0.82791200 1.19564166 1.38794418 -0.93306899 1.24563160 -1.63632813 1.32127616 0.10546086 -0.93306899 1.13423026 -0.82103595 0.38210198 0.65651343 0.38210198 1.24563160 -0.82103595 0.82791200 -0.93306899 -0.82103595 -1.02553098 -1.63632813 0.38210198 -0.93306899 1.19564166 *** 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) = -0.1186582656 Kirchhoff stress -0.53427E+00 -0.58860E-01 -0.38540E+00 -0.58860E-01 -0.11830E+00 0.51753E+00 -0.38540E+00 0.51753E+00 -0.27121E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.67646046 1.27075843 0.88185861 1.50459545 0.72252988 -0.83867167 1.27075843 0.32249226 1.21875002 0.20810840 0.41793696 -1.10081319 0.88185861 1.21875002 1.57603815 -1.00197492 1.41474043 -1.80018308 1.50459545 0.20810840 -1.00197492 1.27075843 -0.83867167 0.41793696 0.72252988 0.41793696 1.41474043 -0.83867167 0.88185861 -1.00197492 -0.83867167 -1.10081319 -1.80018308 0.41793696 -1.00197492 1.21875002 *** 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) = -0.9149632001E-01 Kirchhoff stress -0.57151E+00 -0.86794E-01 -0.42728E+00 -0.86794E-01 -0.15695E+00 0.55366E+00 -0.42728E+00 0.55366E+00 -0.33257E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.65183791 1.41651028 0.94064135 1.67345097 0.79015030 -0.85176770 1.41651028 0.34373524 1.24409153 0.33793024 0.45439474 -1.16607243 0.94064135 1.24409153 1.80151931 -1.06829902 1.59530686 -1.96905390 1.67345097 0.33793024 -1.06829902 1.41651028 -0.85176770 0.45439474 0.79015030 0.45439474 1.59530686 -0.85176770 0.94064135 -1.06829902 -0.85176770 -1.16607243 -1.96905390 0.45439474 -1.06829902 1.24409153 *** 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) = -0.6291226512E-01 Kirchhoff stress -0.60211E+00 -0.11554E+00 -0.47088E+00 -0.11554E+00 -0.20113E+00 0.58914E+00 -0.47088E+00 0.58914E+00 -0.40179E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.57220702 1.56579266 1.00378857 1.82160634 0.85939387 -0.85949280 1.56579266 0.39713177 1.27130290 0.49377977 0.49053981 -1.22040424 1.00378857 1.27130290 2.06696349 -1.13108068 1.78692881 -2.14187051 1.82160634 0.49377977 -1.13108068 1.56579266 -0.85949280 0.49053981 0.85939387 0.49053981 1.78692881 -0.85949280 1.00378857 -1.13108068 -0.85949280 -1.22040424 -2.14187051 0.49053981 -1.13108068 1.27130290 *** 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) = -0.3313473945E-01 Kirchhoff stress -0.62502E+00 -0.14401E+00 -0.51597E+00 -0.14401E+00 -0.25019E+00 0.62383E+00 -0.51597E+00 0.62383E+00 -0.47917E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.43826694 1.71249581 1.07048368 1.94312086 0.92921934 -0.86096224 1.71249581 0.48635947 1.29970763 0.67391716 0.52553846 -1.26372174 1.07048368 1.29970763 2.37546401 -1.18938265 1.98864233 -2.31759191 1.94312086 0.67391716 -1.18938265 1.71249581 -0.86096224 0.52553846 0.92921934 0.52553846 1.98864233 -0.86096224 1.07048368 -1.18938265 -0.86096224 -1.26372174 -2.31759191 0.52553846 -1.18938265 1.29970763 *** 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) = -0.2403601038E-02 Kirchhoff stress -0.63966E+00 -0.17106E+00 -0.56244E+00 -0.17106E+00 -0.30320E+00 0.65759E+00 -0.56244E+00 0.65759E+00 -0.56501E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.25489738 1.85014884 1.14020365 2.03334135 0.99933515 -0.85539823 1.85014884 0.61368379 1.32884136 0.87432462 0.55900602 -1.29591757 1.14020365 1.32884136 2.72947775 -1.24204865 2.20065132 -2.49542467 2.03334135 0.87432462 -1.24204865 1.85014884 -0.85539823 0.55900602 0.99933515 0.55900602 2.20065132 -0.85539823 1.14020365 -1.24204865 -0.85539823 -1.29591757 -2.49542467 0.55900602 -1.24204865 1.32884136 *** 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) = 0.2904552356E-01 Kirchhoff stress -0.64528E+00 -0.19567E+00 -0.60990E+00 -0.19567E+00 -0.35886E+00 0.69013E+00 -0.60990E+00 0.69013E+00 -0.65952E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.02437226 1.97163430 1.21125015 2.08939645 1.06734887 -0.84184016 1.97163430 0.77909700 1.35820598 1.09047598 0.59052615 -1.31685086 1.21125015 1.35820598 3.13187424 -1.28789521 2.42127370 -2.67371853 2.08939645 1.09047598 -1.28789521 1.97163430 -0.84184016 0.59052615 1.06734887 0.59052615 2.42127370 -0.84184016 1.21125015 -1.28789521 -0.84184016 -1.31685086 -2.67371853 0.59052615 -1.28789521 1.35820598 *** 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) = 0.6097995652E-01 Kirchhoff stress -0.64196E+00 -0.21684E+00 -0.65807E+00 -0.21684E+00 -0.41599E+00 0.72107E+00 -0.65807E+00 0.72107E+00 -0.76299E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.75667557 2.07078080 1.28267670 2.10973791 1.13219746 -0.81943882 2.07078080 0.98456002 1.38819488 1.31582727 0.62004695 -1.32543633 1.28267670 1.38819488 3.58543083 -1.32575151 2.64913137 -2.85026906 2.10973791 1.31582727 -1.32575151 2.07078080 -0.81943882 0.62004695 1.13219746 0.62004695 2.64913137 -0.81943882 1.28267670 -1.32575151 -0.81943882 -1.32543633 -2.85026906 0.62004695 -1.32575151 1.38819488 *** 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) = 0.9318063345E-01 Kirchhoff stress -0.62943E+00 -0.23376E+00 -0.70644E+00 -0.23376E+00 -0.47274E+00 0.75022E+00 -0.70644E+00 0.75022E+00 -0.87535E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.45615200 2.14143618 1.35195925 2.09500379 1.19083736 -0.78807903 2.14143618 1.22503946 1.41767974 1.54313245 0.64768377 -1.32269617 1.35195925 1.41767974 4.09148393 -1.35437515 2.88240360 -3.02410058 2.09500379 1.54313245 -1.35437515 2.14143618 -0.78807903 0.64768377 1.19083736 0.64768377 2.88240360 -0.78807903 1.35195925 -1.35437515 -0.78807903 -1.32269617 -3.02410058 0.64768377 -1.35437515 1.41767974 *** 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) = 0.1254510939 Kirchhoff stress -0.60817E+00 -0.24583E+00 -0.75448E+00 -0.24583E+00 -0.52751E+00 0.77713E+00 -0.75448E+00 0.77713E+00 -0.99662E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.13270396 2.17954857 1.41706148 2.04733786 1.24086746 -0.74740506 2.17954857 1.49696383 1.44669132 1.76416620 0.67371806 -1.30735783 1.41706148 1.44669132 4.65142130 -1.37269980 3.11883387 -3.19312052 2.04733786 1.76416620 -1.37269980 2.17954857 -0.74740506 0.67371806 1.24086746 0.67371806 3.11883387 -0.74740506 1.41706148 -1.37269980 -0.74740506 -1.30735783 -3.19312052 0.67371806 -1.37269980 1.44669132 *** 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) = 0.1576155113 Kirchhoff stress -0.57849E+00 -0.25267E+00 -0.80143E+00 -0.25267E+00 -0.57849E+00 0.80143E+00 -0.80143E+00 0.80143E+00 -0.11266E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.79232630 2.18276866 1.47481536 1.97059386 1.27886089 -0.69803206 2.18276866 1.79232630 1.47481536 1.97059386 0.69803206 -1.27886089 1.47481536 1.47481536 5.26591826 -1.38013607 3.35523967 -3.35523967 1.97059386 1.97059386 -1.38013607 2.18276866 -0.69803206 0.69803206 1.27886089 0.69803206 3.35523967 -0.69803206 1.47481536 -1.38013607 -0.69803206 -1.27886089 -3.35523967 0.69803206 -1.38013607 1.47481536 *** 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) = 0.1895176968 Kirchhoff stress -0.54120E+00 -0.25404E+00 -0.84645E+00 -0.25404E+00 -0.62416E+00 0.82282E+00 -0.84645E+00 0.82282E+00 -0.12649E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.44425597 2.15063819 1.52246339 1.86808791 1.30160846 -0.64120199 2.15063819 2.10459063 1.50195308 2.15444525 0.72104010 -1.23691535 1.52246339 1.50195308 5.93520348 -1.37656488 3.58800884 -3.50878173 1.86808791 2.15444525 -1.37656488 2.15063819 -0.64120199 0.72104010 1.30160846 0.72104010 3.58800884 -0.64120199 1.52246339 -1.37656488 -0.64120199 -1.23691535 -3.50878173 0.72104010 -1.37656488 1.50195308 *** 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) = 0.2210287726 Kirchhoff stress -0.49691E+00 -0.25017E+00 -0.88866E+00 -0.25017E+00 -0.66277E+00 0.84104E+00 -0.88866E+00 0.84104E+00 -0.14112E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09435285 2.08355648 1.55645788 1.74530094 1.30685938 -0.57899172 2.08355648 2.42191574 1.52721426 2.31015678 0.74271166 -1.18074706 1.55645788 1.52721426 6.65817164 -1.36171349 3.81339047 -3.65200031 1.74530094 2.31015678 -1.36171349 2.08355648 -0.57899172 0.74271166 1.30685938 0.74271166 3.81339047 -0.57899172 1.55645788 -1.36171349 -0.57899172 -1.18074706 -3.65200031 0.74271166 -1.36171349 1.52721426 *** 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) = 0.2520378688 Kirchhoff stress -0.44641E+00 -0.24126E+00 -0.92698E+00 -0.24126E+00 -0.69293E+00 0.85585E+00 -0.92698E+00 0.85585E+00 -0.15645E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.74871526 1.98372359 1.57348742 1.60680773 1.29240031 -0.51358415 1.98372359 2.73431568 1.54937442 2.43168584 0.76230364 -1.11014473 1.57348742 1.54937442 7.43293532 -1.33632891 4.02619482 -3.78323053 1.60680773 2.43168584 -1.33632891 1.98372359 -0.51358415 0.76230364 1.29240031 0.76230364 4.02619482 -0.51358415 1.57348742 -1.33632891 -0.51358415 -1.11014473 -3.78323053 0.76230364 -1.33632891 1.54937442 *** 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) = 0.2824531576 Kirchhoff stress -0.39069E+00 -0.22777E+00 -0.96041E+00 -0.22777E+00 -0.71360E+00 0.86710E+00 -0.96041E+00 0.86710E+00 -0.17241E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.41350660 1.85474036 1.57135269 1.45745140 1.25736508 -0.44774069 1.85474036 3.03252394 1.56744216 2.51549507 0.77871212 -1.02484681 1.57135269 1.56744216 8.25685642 -1.30164926 4.22217817 -3.90092378 1.45745140 2.51549507 -1.30164926 1.85474036 -0.44774069 0.77871212 1.25736508 0.77871212 4.22217817 -0.44774069 1.57135269 -1.30164926 -0.44774069 -1.02484681 -3.90092378 0.77871212 -1.30164926 1.56744216 *** 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) = 0.3122016205 Kirchhoff stress -0.33084E+00 -0.21031E+00 -0.98801E+00 -0.21031E+00 -0.72377E+00 0.87474E+00 -0.98801E+00 0.87474E+00 -0.18892E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.09532193 1.70104834 1.54847867 1.30161779 1.20237423 -0.38423240 1.70104834 3.30520456 1.57948294 2.55961475 0.79048744 -0.92515452 1.54847867 1.57948294 9.12681265 -1.25900689 4.39657071 -4.00394247 1.30161779 2.55961475 -1.25900689 1.70104834 -0.38423240 0.79048744 1.20237423 0.79048744 4.39657071 -0.38423240 1.54847867 -1.25900689 -0.38423240 -0.92515452 -4.00394247 0.79048744 -1.25900689 1.57948294 *** 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) = 0.3412298281 Kirchhoff stress -0.26784E+00 -0.18954E+00 -0.10088E+01 -0.18954E+00 -0.72273E+00 0.87884E+00 -0.10088E+01 0.87884E+00 -0.20585E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.20121155 1.52732797 1.50344239 1.14362617 1.12854595 -0.32566055 1.52732797 3.54310697 1.58274839 2.56319812 0.79552770 -0.81329924 1.50344239 1.58274839 10.03758907 -1.21014618 4.54423731 -4.09104540 1.14362617 2.56319812 -1.21014618 1.52732797 -0.32566055 0.79552770 1.12854595 0.79552770 4.54423731 -0.32566055 1.50344239 -1.21014618 -0.32566055 -0.81329924 -4.09104540 0.79552770 -1.21014618 1.58274839 *** 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) = 0.3694990860 Kirchhoff stress -0.20280E+00 -0.16627E+00 -0.10220E+01 -0.16627E+00 -0.71015E+00 0.87941E+00 -0.10220E+01 0.87941E+00 -0.22310E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.47194666 1.33862561 1.43648302 0.98698184 1.03922346 -0.27397807 1.33862561 3.73945695 1.57453325 2.52729606 0.79167367 -0.69163921 1.43648302 1.57453325 10.98475557 -1.15656717 4.66083484 -4.16084345 0.98698184 2.52729606 -1.15656717 1.33862561 -0.27397807 0.79167367 1.03922346 0.79167367 4.66083484 -0.27397807 1.43648302 -1.15656717 -0.27397807 -0.69163921 -4.16084345 0.79167367 -1.15656717 1.57453325 *** 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) = 0.3969877124 Kirchhoff stress -0.13692E+00 -0.14139E+00 -0.10272E+01 -0.14139E+00 -0.68597E+00 0.87638E+00 -0.10272E+01 0.87638E+00 -0.24054E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.71226876 1.14022660 1.34898794 0.83599827 0.93827978 -0.22995797 1.14022660 3.88789616 1.55216931 2.45340438 0.77709548 -0.56287647 1.34898794 1.55216931 11.96315386 -1.09953783 4.74291638 -4.21170534 0.83599827 2.45340438 -1.09953783 1.14022660 -0.22995797 0.77709548 0.93827978 0.77709548 4.74291638 -0.22995797 1.34898794 -1.09953783 -0.22995797 -0.56287647 -4.21170534 0.77709548 -1.09953783 1.55216931 *** 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) = 0.4236826277 Kirchhoff stress -0.71240E-01 -0.11579E+00 -0.10240E+01 -0.11579E+00 -0.65019E+00 0.86980E+00 -0.10240E+01 0.86980E+00 -0.25806E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.92020152 0.93716027 1.24306119 0.69345597 0.83004941 -0.19392538 0.93716027 3.98157259 1.51236154 2.34451568 0.75026781 -0.43224133 1.24306119 1.51236154 12.96546803 -1.03992929 4.78716852 -4.24218119 0.69345597 2.34451568 -1.03992929 0.93716027 -0.19392538 0.75026781 0.83004941 0.75026781 4.78716852 -0.19392538 1.24306119 -1.03992929 -0.19392538 -0.43224133 -4.24218119 0.75026781 -1.03992929 1.51236154 *** 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) = 0.4495836461 Kirchhoff stress -0.69606E-02 -0.90484E-01 -0.10123E+01 -0.90484E-01 -0.60347E+00 0.85943E+00 -0.10123E+01 0.85943E+00 -0.27554E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.09288515 0.73518511 1.12177566 0.56270978 0.71910256 -0.16502592 0.73518511 4.01841378 1.45298440 2.20458872 0.71053754 -0.30448993 1.12177566 1.45298440 13.98507129 -0.97799655 4.79109632 -4.24945115 0.56270978 2.20458872 -0.97799655 0.73518511 -0.16502592 0.71053754 0.71910256 0.71053754 4.79109632 -0.16502592 1.12177566 -0.97799655 -0.16502592 -0.30448993 -4.24945115 0.71053754 -0.97799655 1.45298440 *** 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) = 0.4746887183 Kirchhoff stress 0.55054E-01 -0.66423E-01 -0.99203E+00 -0.66423E-01 -0.54666E+00 0.84492E+00 -0.99203E+00 0.84492E+00 -0.29286E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.23108568 0.53939761 0.98838843 0.44582841 0.60907567 -0.14183102 0.53939761 3.99649320 1.37264771 2.03834790 0.65845970 -0.18408476 0.98838843 1.37264771 15.01402446 -0.91347242 4.75305642 -4.23085410 0.44582841 2.03834790 -0.91347242 0.53939761 -0.14183102 0.65845970 0.60907567 0.65845970 4.75305642 -0.14183102 0.98838843 -0.91347242 -0.14183102 -0.18408476 -4.23085410 0.65845970 -0.91347242 1.37264771 *** 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) = 0.4989873113 Kirchhoff stress 0.11397E+00 -0.44440E-01 -0.96337E+00 -0.44440E-01 -0.48093E+00 0.82590E+00 -0.96337E+00 0.82590E+00 -0.30990E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.33532483 0.35480477 0.84632568 0.34353371 0.50345311 -0.12289432 0.35480477 3.91527761 1.27068305 1.85157267 0.59574524 -0.07625967 0.84632568 1.27068305 16.04360248 -0.84605329 4.67160850 -4.18321689 0.34353371 1.85157267 -0.84605329 0.35480477 -0.12289432 0.59574524 0.50345311 0.59574524 4.67160850 -0.12289432 0.84632568 -0.84605329 -0.12289432 -0.07625967 -4.18321689 0.59574524 -0.84605329 1.27068305 *** 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) = 0.5224522278 Kirchhoff stress 0.16899E+00 -0.25327E-01 -0.92662E+00 -0.25327E-01 -0.40772E+00 0.80176E+00 -0.92662E+00 0.80176E+00 -0.32654E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.40536342 0.18520701 0.69964198 0.25638729 0.40509476 -0.10662807 0.18520701 3.77545758 1.14828178 1.65071935 0.52507336 0.01514319 0.69964198 1.14828178 17.06534675 -0.77480068 4.54614314 -4.10262162 0.25638729 1.65071935 -0.77480068 0.18520701 -0.10662807 0.52507336 0.40509476 0.52507336 4.54614314 -0.10662807 0.69964198 -0.77480068 -0.10662807 0.01514319 -4.10262162 0.52507336 -0.77480068 1.14828178 *** 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) = 0.5450299936 Kirchhoff stress 0.21960E+00 -0.96202E-02 -0.88201E+00 -0.96202E-02 -0.32895E+00 0.77183E+00 -0.88201E+00 0.77183E+00 -0.34267E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.44327987 0.03407712 0.55163837 0.18389293 0.31558727 -0.09160111 0.03407712 3.58176069 1.00820545 1.44241270 0.44945975 0.08759960 0.55163837 1.00820545 18.07005729 -0.69943267 4.37599932 -3.98489808 0.18389293 1.44241270 -0.69943267 0.03407712 -0.09160111 0.44945975 0.31558727 0.44945975 4.37599932 -0.09160111 0.55163837 -0.69943267 -0.09160111 0.08759960 -3.98489808 0.44945975 -0.69943267 1.00820545 *** 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) = 0.5666287583 Kirchhoff stress 0.26544E+00 0.23737E-02 -0.82989E+00 0.23737E-02 -0.24646E+00 0.73551E+00 -0.82989E+00 0.73551E+00 -0.35812E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.45109643 -0.09678533 0.40497326 0.12479929 0.23585451 -0.07702211 -0.09678533 3.33863018 0.85336819 1.23320458 0.37294547 0.14022569 0.40497326 0.85336819 19.04537269 -0.61978985 4.16154397 -3.82713780 0.12479929 1.23320458 -0.61978985 -0.09678533 -0.07702211 0.37294547 0.23585451 0.37294547 4.16154397 -0.07702211 0.40497326 -0.61978985 -0.07702211 0.14022569 -3.82713780 0.37294547 -0.61978985 0.85336819 *** 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) = 0.5871199408 Kirchhoff stress 0.30638E+00 0.10558E-01 -0.77056E+00 0.10558E-01 -0.16226E+00 0.69224E+00 -0.77056E+00 0.69224E+00 -0.37277E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.43250699 -0.20675969 0.26237064 0.07774549 0.16656810 -0.06280059 -0.20675969 3.05203819 0.68857456 1.02995454 0.29883755 0.17301886 0.26237064 0.68857456 19.98044334 -0.53654012 3.90270787 -3.62607596 0.07774549 1.02995454 -0.53654012 -0.20675969 -0.06280059 0.29883755 0.16656810 0.29883755 3.90270787 -0.06280059 0.26237064 -0.53654012 -0.06280059 0.17301886 -3.62607596 0.29883755 -0.53654012 0.68857456 *** 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) = 0.6063332726 Kirchhoff stress 0.34177E+00 0.15226E-01 -0.70436E+00 0.15226E-01 -0.78649E-01 0.64154E+00 -0.70436E+00 0.64154E+00 -0.38648E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.38441516 -0.29572561 0.12713557 0.04028206 0.10768014 -0.04887008 -0.29572561 2.73264564 0.51964116 0.83793001 0.23029289 0.18787720 0.12713557 0.51964116 20.86421269 -0.45116408 3.60046865 -3.37954227 0.04028206 0.83793001 -0.45116408 -0.29572561 -0.04887008 0.23029289 0.10768014 0.23029289 3.60046865 -0.04887008 0.12713557 -0.45116408 -0.04887008 0.18787720 -3.37954227 0.23029289 -0.45116408 0.51964116 *** 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) = 0.6240692529 Kirchhoff stress 0.37144E+00 0.16781E-01 -0.63178E+00 0.16781E-01 0.25724E-02 0.58334E+00 -0.63178E+00 0.58334E+00 -0.39907E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.30882460 -0.36549251 0.00182364 0.01109770 0.05958419 -0.03607160 -0.36549251 2.38794030 0.35172928 0.66195491 0.16979723 0.18641680 0.00182364 0.35172928 21.68333503 -0.36563316 3.25685036 -3.08722329 0.01109770 0.66195491 -0.36563316 -0.36549251 -0.03607160 0.16979723 0.05958419 0.16979723 3.25685036 -0.03607160 0.00182364 -0.36563316 -0.03607160 0.18641680 -3.08722329 0.16979723 -0.36563316 0.35172928 *** 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) = 0.6401034458 Kirchhoff stress 0.39525E+00 0.15899E-01 -0.55326E+00 0.15899E-01 0.79633E-01 0.51759E+00 -0.55326E+00 0.51759E+00 -0.41040E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.20814522 -0.41819403 -0.11116453 -0.01161175 0.02212057 -0.02486639 -0.41819403 2.02698994 0.19051958 0.50517245 0.11888422 0.17217730 -0.11116453 0.19051958 22.42569844 -0.28254485 2.87361868 -2.74937748 -0.01161175 0.50517245 -0.28254485 -0.41819403 -0.02486639 0.11888422 0.02212057 0.11888422 2.87361868 -0.02486639 -0.11116453 -0.28254485 -0.02486639 0.17217730 -2.74937748 0.11888422 -0.28254485 0.19051958 *** 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) = 0.6541974906 Kirchhoff stress 0.41266E+00 0.13278E-01 -0.46933E+00 0.13278E-01 0.15096E+00 0.44462E+00 -0.46933E+00 0.44462E+00 -0.42030E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.07981012 -0.45641935 -0.20928460 -0.02784720 -0.00538841 -0.01576863 -0.45641935 1.65923053 0.04150883 0.36963832 0.07806772 0.14863455 -0.20928460 0.04150883 23.07809732 -0.20493080 2.45385357 -2.36835341 -0.02784720 0.36963832 -0.20493080 -0.45641935 -0.01576863 0.07806772 -0.00538841 0.07806772 2.45385357 -0.01576863 -0.20928460 -0.20493080 -0.01576863 0.14863455 -2.36835341 0.07806772 -0.20493080 0.04150883 *** 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) = 0.6661172434 Kirchhoff stress 0.42326E+00 0.97504E-02 -0.38078E+00 0.97504E-02 0.21534E+00 0.36507E+00 -0.38078E+00 0.36507E+00 -0.42864E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.92344467 -0.48297467 -0.28999224 -0.03810932 -0.02300378 -0.00934473 -0.48297467 1.29305116 -0.09084289 0.25601309 0.04732555 0.11890091 -0.28999224 -0.09084289 23.63034979 -0.13611217 2.00242881 -1.94841899 -0.03810932 0.25601309 -0.13611217 -0.48297467 -0.00934473 0.04732555 -0.02300378 0.04732555 2.00242881 -0.00934473 -0.28999224 -0.13611217 -0.00934473 0.11890091 -1.94841899 0.04732555 -0.13611217 -0.09084289 *** 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) = 0.6756460117 Kirchhoff stress 0.42662E+00 0.60280E-02 -0.28853E+00 0.60280E-02 0.27171E+00 0.27974E+00 -0.28853E+00 0.27974E+00 -0.43527E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.73947022 -0.50028247 -0.35062298 -0.04149266 -0.03046184 -0.00528996 -0.50028247 0.93739906 -0.20261057 0.16400428 0.02576424 0.08636276 -0.35062298 -0.20261057 24.07192427 -0.07880689 1.52472933 -1.49466189 -0.04149266 0.16400428 -0.07880689 -0.50028247 -0.00528996 0.02576424 -0.03046184 0.02576424 1.52472933 -0.00528996 -0.35062298 -0.07880689 -0.00528996 0.08636276 -1.49466189 0.02576424 -0.07880689 -0.20261057 *** 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) = 0.6825963800 Kirchhoff stress 0.42222E+00 0.28857E-02 -0.19350E+00 0.28857E-02 0.31954E+00 0.18964E+00 -0.19350E+00 0.18964E+00 -0.44009E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.52677508 -0.51079945 -0.38912726 -0.03759417 -0.02880693 -0.00305919 -0.51079945 0.59762420 -0.29134656 0.09159361 0.01182114 0.05418799 -0.38912726 -0.29134656 24.39341307 -0.03577176 1.02666984 -1.01358422 -0.03759417 0.09159361 -0.03577176 -0.51079945 -0.00305919 0.01182114 -0.02880693 0.01182114 1.02666984 -0.00305919 -0.38912726 -0.03577176 -0.00305919 0.05418799 -1.01358422 0.01182114 -0.03577176 -0.29134656 *** 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) = 0.6868263805 Kirchhoff stress 0.40967E+00 0.74919E-03 -0.96939E-01 0.74919E-03 0.35856E+00 0.95959E-01 -0.96939E-01 0.95959E-01 -0.44302E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.28588186 -0.51663262 -0.40347066 -0.02441615 -0.01806482 -0.00171069 -0.51663262 0.27778333 -0.35493695 0.03788773 0.00389105 0.02466578 -0.40347066 -0.35493695 24.58927882 -0.00904326 0.51586993 -0.51255223 -0.02441615 0.03788773 -0.00904326 -0.51663262 -0.00171069 0.00389105 -0.01806482 0.00389105 0.51586993 -0.00171069 -0.40347066 -0.00904326 -0.00171069 0.02466578 -0.51255223 0.00389105 -0.00904326 -0.35493695 *** 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) = 0.6882463516 Kirchhoff stress 0.38856E+00 -0.28899E-15 -0.45078E-14 -0.23553E-15 0.38856E+00 0.30118E-14 -0.44409E-14 0.26645E-14 -0.44400E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.01749768 -0.51848911 -0.39233444 0.00000000 -0.00000000 -0.00000000 -0.51848911 -0.01749768 -0.39233444 -0.00000000 0.00000000 0.00000000 -0.39233444 -0.39233444 24.65494330 0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 -0.51848911 -0.00000000 0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 -0.39233444 0.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 0.00000000 -0.39233444 *** 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) = 0.6868263805 Kirchhoff stress 0.35856E+00 0.74919E-03 0.95959E-01 0.74919E-03 0.40967E+00 -0.96939E-01 0.95959E-01 -0.96939E-01 -0.44302E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.27778333 -0.51663262 -0.35493695 0.03788773 0.02466578 0.00389105 -0.51663262 -0.28588186 -0.40347066 -0.02441615 -0.00171069 -0.01806482 -0.35493695 -0.40347066 24.58927882 -0.00904326 -0.51255223 0.51586993 0.03788773 -0.02441615 -0.00904326 -0.51663262 0.00389105 -0.00171069 0.02466578 -0.00171069 -0.51255223 0.00389105 -0.35493695 -0.00904326 0.00389105 -0.01806482 0.51586993 -0.00171069 -0.00904326 -0.40347066 *** 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) = 0.6825963800 Kirchhoff stress 0.31954E+00 0.28857E-02 0.18964E+00 0.28857E-02 0.42222E+00 -0.19350E+00 0.18964E+00 -0.19350E+00 -0.44009E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.59762420 -0.51079945 -0.29134656 0.09159361 0.05418799 0.01182114 -0.51079945 -0.52677508 -0.38912726 -0.03759417 -0.00305919 -0.02880693 -0.29134656 -0.38912726 24.39341307 -0.03577176 -1.01358422 1.02666984 0.09159361 -0.03759417 -0.03577176 -0.51079945 0.01182114 -0.00305919 0.05418799 -0.00305919 -1.01358422 0.01182114 -0.29134656 -0.03577176 0.01182114 -0.02880693 1.02666984 -0.00305919 -0.03577176 -0.38912726 *** 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) = 0.6756460117 Kirchhoff stress 0.27171E+00 0.60280E-02 0.27974E+00 0.60280E-02 0.42662E+00 -0.28853E+00 0.27974E+00 -0.28853E+00 -0.43527E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93739906 -0.50028247 -0.20261057 0.16400428 0.08636276 0.02576424 -0.50028247 -0.73947022 -0.35062298 -0.04149266 -0.00528996 -0.03046184 -0.20261057 -0.35062298 24.07192427 -0.07880689 -1.49466189 1.52472933 0.16400428 -0.04149266 -0.07880689 -0.50028247 0.02576424 -0.00528996 0.08636276 -0.00528996 -1.49466189 0.02576424 -0.20261057 -0.07880689 0.02576424 -0.03046184 1.52472933 -0.00528996 -0.07880689 -0.35062298 *** 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) = 0.6661172434 Kirchhoff stress 0.21534E+00 0.97504E-02 0.36507E+00 0.97504E-02 0.42326E+00 -0.38078E+00 0.36507E+00 -0.38078E+00 -0.42864E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.29305116 -0.48297467 -0.09084289 0.25601309 0.11890091 0.04732555 -0.48297467 -0.92344467 -0.28999224 -0.03810932 -0.00934473 -0.02300378 -0.09084289 -0.28999224 23.63034979 -0.13611217 -1.94841899 2.00242881 0.25601309 -0.03810932 -0.13611217 -0.48297467 0.04732555 -0.00934473 0.11890091 -0.00934473 -1.94841899 0.04732555 -0.09084289 -0.13611217 0.04732555 -0.02300378 2.00242881 -0.00934473 -0.13611217 -0.28999224 *** 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) = 0.6541974906 Kirchhoff stress 0.15096E+00 0.13278E-01 0.44462E+00 0.13278E-01 0.41266E+00 -0.46933E+00 0.44462E+00 -0.46933E+00 -0.42030E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.65923053 -0.45641935 0.04150883 0.36963832 0.14863455 0.07806772 -0.45641935 -1.07981012 -0.20928460 -0.02784720 -0.01576863 -0.00538841 0.04150883 -0.20928460 23.07809732 -0.20493080 -2.36835341 2.45385357 0.36963832 -0.02784720 -0.20493080 -0.45641935 0.07806772 -0.01576863 0.14863455 -0.01576863 -2.36835341 0.07806772 0.04150883 -0.20493080 0.07806772 -0.00538841 2.45385357 -0.01576863 -0.20493080 -0.20928460 *** 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) = 0.6401034458 Kirchhoff stress 0.79633E-01 0.15899E-01 0.51759E+00 0.15899E-01 0.39525E+00 -0.55326E+00 0.51759E+00 -0.55326E+00 -0.41040E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.02698994 -0.41819403 0.19051958 0.50517245 0.17217730 0.11888422 -0.41819403 -1.20814522 -0.11116453 -0.01161175 -0.02486639 0.02212057 0.19051958 -0.11116453 22.42569844 -0.28254485 -2.74937748 2.87361868 0.50517245 -0.01161175 -0.28254485 -0.41819403 0.11888422 -0.02486639 0.17217730 -0.02486639 -2.74937748 0.11888422 0.19051958 -0.28254485 0.11888422 0.02212057 2.87361868 -0.02486639 -0.28254485 -0.11116453 *** 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) = 0.6240692529 Kirchhoff stress 0.25724E-02 0.16781E-01 0.58334E+00 0.16781E-01 0.37144E+00 -0.63178E+00 0.58334E+00 -0.63178E+00 -0.39907E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.38794030 -0.36549251 0.35172928 0.66195491 0.18641680 0.16979723 -0.36549251 -1.30882460 0.00182364 0.01109770 -0.03607160 0.05958419 0.35172928 0.00182364 21.68333503 -0.36563316 -3.08722329 3.25685036 0.66195491 0.01109770 -0.36563316 -0.36549251 0.16979723 -0.03607160 0.18641680 -0.03607160 -3.08722329 0.16979723 0.35172928 -0.36563316 0.16979723 0.05958419 3.25685036 -0.03607160 -0.36563316 0.00182364 *** 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) = 0.6063332726 Kirchhoff stress -0.78649E-01 0.15226E-01 0.64154E+00 0.15226E-01 0.34177E+00 -0.70436E+00 0.64154E+00 -0.70436E+00 -0.38648E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.73264564 -0.29572561 0.51964116 0.83793001 0.18787720 0.23029289 -0.29572561 -1.38441516 0.12713557 0.04028206 -0.04887008 0.10768014 0.51964116 0.12713557 20.86421269 -0.45116408 -3.37954227 3.60046865 0.83793001 0.04028206 -0.45116408 -0.29572561 0.23029289 -0.04887008 0.18787720 -0.04887008 -3.37954227 0.23029289 0.51964116 -0.45116408 0.23029289 0.10768014 3.60046865 -0.04887008 -0.45116408 0.12713557 *** 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) = 0.5871199408 Kirchhoff stress -0.16226E+00 0.10558E-01 0.69224E+00 0.10558E-01 0.30638E+00 -0.77056E+00 0.69224E+00 -0.77056E+00 -0.37277E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.05203819 -0.20675969 0.68857456 1.02995454 0.17301886 0.29883755 -0.20675969 -1.43250699 0.26237064 0.07774549 -0.06280059 0.16656810 0.68857456 0.26237064 19.98044334 -0.53654012 -3.62607596 3.90270787 1.02995454 0.07774549 -0.53654012 -0.20675969 0.29883755 -0.06280059 0.17301886 -0.06280059 -3.62607596 0.29883755 0.68857456 -0.53654012 0.29883755 0.16656810 3.90270787 -0.06280059 -0.53654012 0.26237064 *** 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) = 0.5666287583 Kirchhoff stress -0.24646E+00 0.23737E-02 0.73551E+00 0.23737E-02 0.26544E+00 -0.82989E+00 0.73551E+00 -0.82989E+00 -0.35812E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.33863018 -0.09678533 0.85336819 1.23320458 0.14022569 0.37294547 -0.09678533 -1.45109643 0.40497326 0.12479929 -0.07702211 0.23585451 0.85336819 0.40497326 19.04537269 -0.61978985 -3.82713780 4.16154397 1.23320458 0.12479929 -0.61978985 -0.09678533 0.37294547 -0.07702211 0.14022569 -0.07702211 -3.82713780 0.37294547 0.85336819 -0.61978985 0.37294547 0.23585451 4.16154397 -0.07702211 -0.61978985 0.40497326 *** 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) = 0.5450299936 Kirchhoff stress -0.32895E+00 -0.96202E-02 0.77183E+00 -0.96202E-02 0.21960E+00 -0.88201E+00 0.77183E+00 -0.88201E+00 -0.34267E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.58176069 0.03407712 1.00820545 1.44241270 0.08759960 0.44945975 0.03407712 -1.44327987 0.55163837 0.18389293 -0.09160111 0.31558727 1.00820545 0.55163837 18.07005729 -0.69943267 -3.98489808 4.37599932 1.44241270 0.18389293 -0.69943267 0.03407712 0.44945975 -0.09160111 0.08759960 -0.09160111 -3.98489808 0.44945975 1.00820545 -0.69943267 0.44945975 0.31558727 4.37599932 -0.09160111 -0.69943267 0.55163837 *** 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) = 0.5224522278 Kirchhoff stress -0.40772E+00 -0.25327E-01 0.80176E+00 -0.25327E-01 0.16899E+00 -0.92662E+00 0.80176E+00 -0.92662E+00 -0.32654E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.77545758 0.18520701 1.14828178 1.65071935 0.01514319 0.52507336 0.18520701 -1.40536342 0.69964198 0.25638729 -0.10662807 0.40509476 1.14828178 0.69964198 17.06534675 -0.77480068 -4.10262162 4.54614314 1.65071935 0.25638729 -0.77480068 0.18520701 0.52507336 -0.10662807 0.01514319 -0.10662807 -4.10262162 0.52507336 1.14828178 -0.77480068 0.52507336 0.40509476 4.54614314 -0.10662807 -0.77480068 0.69964198 *** 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) = 0.4989873113 Kirchhoff stress -0.48093E+00 -0.44440E-01 0.82590E+00 -0.44440E-01 0.11397E+00 -0.96337E+00 0.82590E+00 -0.96337E+00 -0.30990E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.91527761 0.35480477 1.27068305 1.85157267 -0.07625967 0.59574524 0.35480477 -1.33532483 0.84632568 0.34353371 -0.12289432 0.50345311 1.27068305 0.84632568 16.04360248 -0.84605329 -4.18321689 4.67160850 1.85157267 0.34353371 -0.84605329 0.35480477 0.59574524 -0.12289432 -0.07625967 -0.12289432 -4.18321689 0.59574524 1.27068305 -0.84605329 0.59574524 0.50345311 4.67160850 -0.12289432 -0.84605329 0.84632568 *** 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) = 0.4746887183 Kirchhoff stress -0.54666E+00 -0.66423E-01 0.84492E+00 -0.66423E-01 0.55054E-01 -0.99203E+00 0.84492E+00 -0.99203E+00 -0.29286E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.99649320 0.53939761 1.37264771 2.03834790 -0.18408476 0.65845970 0.53939761 -1.23108568 0.98838843 0.44582841 -0.14183102 0.60907567 1.37264771 0.98838843 15.01402446 -0.91347242 -4.23085410 4.75305642 2.03834790 0.44582841 -0.91347242 0.53939761 0.65845970 -0.14183102 -0.18408476 -0.14183102 -4.23085410 0.65845970 1.37264771 -0.91347242 0.65845970 0.60907567 4.75305642 -0.14183102 -0.91347242 0.98838843 *** 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) = 0.4495836461 Kirchhoff stress -0.60347E+00 -0.90484E-01 0.85943E+00 -0.90484E-01 -0.69606E-02 -0.10123E+01 0.85943E+00 -0.10123E+01 -0.27554E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.01841378 0.73518511 1.45298440 2.20458872 -0.30448993 0.71053754 0.73518511 -1.09288515 1.12177566 0.56270978 -0.16502592 0.71910256 1.45298440 1.12177566 13.98507129 -0.97799655 -4.24945115 4.79109632 2.20458872 0.56270978 -0.97799655 0.73518511 0.71053754 -0.16502592 -0.30448993 -0.16502592 -4.24945115 0.71053754 1.45298440 -0.97799655 0.71053754 0.71910256 4.79109632 -0.16502592 -0.97799655 1.12177566 *** 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) = 0.4236826277 Kirchhoff stress -0.65019E+00 -0.11579E+00 0.86980E+00 -0.11579E+00 -0.71240E-01 -0.10240E+01 0.86980E+00 -0.10240E+01 -0.25806E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.98157259 0.93716027 1.51236154 2.34451568 -0.43224133 0.75026781 0.93716027 -0.92020152 1.24306119 0.69345597 -0.19392538 0.83004941 1.51236154 1.24306119 12.96546803 -1.03992929 -4.24218119 4.78716852 2.34451568 0.69345597 -1.03992929 0.93716027 0.75026781 -0.19392538 -0.43224133 -0.19392538 -4.24218119 0.75026781 1.51236154 -1.03992929 0.75026781 0.83004941 4.78716852 -0.19392538 -1.03992929 1.24306119 *** 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) = 0.3969877124 Kirchhoff stress -0.68597E+00 -0.14139E+00 0.87638E+00 -0.14139E+00 -0.13692E+00 -0.10272E+01 0.87638E+00 -0.10272E+01 -0.24054E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.88789616 1.14022660 1.55216931 2.45340438 -0.56287647 0.77709548 1.14022660 -0.71226876 1.34898794 0.83599827 -0.22995797 0.93827978 1.55216931 1.34898794 11.96315386 -1.09953783 -4.21170534 4.74291638 2.45340438 0.83599827 -1.09953783 1.14022660 0.77709548 -0.22995797 -0.56287647 -0.22995797 -4.21170534 0.77709548 1.55216931 -1.09953783 0.77709548 0.93827978 4.74291638 -0.22995797 -1.09953783 1.34898794 *** 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) = 0.3694990860 Kirchhoff stress -0.71015E+00 -0.16627E+00 0.87941E+00 -0.16627E+00 -0.20280E+00 -0.10220E+01 0.87941E+00 -0.10220E+01 -0.22310E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.73945695 1.33862561 1.57453325 2.52729606 -0.69163921 0.79167367 1.33862561 -0.47194666 1.43648302 0.98698184 -0.27397807 1.03922346 1.57453325 1.43648302 10.98475557 -1.15656717 -4.16084345 4.66083484 2.52729606 0.98698184 -1.15656717 1.33862561 0.79167367 -0.27397807 -0.69163921 -0.27397807 -4.16084345 0.79167367 1.57453325 -1.15656717 0.79167367 1.03922346 4.66083484 -0.27397807 -1.15656717 1.43648302 *** 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) = 0.3412298281 Kirchhoff stress -0.72273E+00 -0.18954E+00 0.87884E+00 -0.18954E+00 -0.26784E+00 -0.10088E+01 0.87884E+00 -0.10088E+01 -0.20585E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.54310697 1.52732797 1.58274839 2.56319812 -0.81329924 0.79552770 1.52732797 -0.20121155 1.50344239 1.14362617 -0.32566055 1.12854595 1.58274839 1.50344239 10.03758907 -1.21014618 -4.09104540 4.54423731 2.56319812 1.14362617 -1.21014618 1.52732797 0.79552770 -0.32566055 -0.81329924 -0.32566055 -4.09104540 0.79552770 1.58274839 -1.21014618 0.79552770 1.12854595 4.54423731 -0.32566055 -1.21014618 1.50344239 *** 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) = 0.3122016205 Kirchhoff stress -0.72377E+00 -0.21031E+00 0.87474E+00 -0.21031E+00 -0.33084E+00 -0.98801E+00 0.87474E+00 -0.98801E+00 -0.18892E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.30520456 1.70104834 1.57948294 2.55961475 -0.92515452 0.79048744 1.70104834 0.09532193 1.54847867 1.30161779 -0.38423240 1.20237423 1.57948294 1.54847867 9.12681265 -1.25900689 -4.00394247 4.39657071 2.55961475 1.30161779 -1.25900689 1.70104834 0.79048744 -0.38423240 -0.92515452 -0.38423240 -4.00394247 0.79048744 1.57948294 -1.25900689 0.79048744 1.20237423 4.39657071 -0.38423240 -1.25900689 1.54847867 *** 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) = 0.2824531576 Kirchhoff stress -0.71360E+00 -0.22777E+00 0.86710E+00 -0.22777E+00 -0.39069E+00 -0.96041E+00 0.86710E+00 -0.96041E+00 -0.17241E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.03252394 1.85474036 1.56744216 2.51549507 -1.02484681 0.77871212 1.85474036 0.41350660 1.57135269 1.45745140 -0.44774069 1.25736508 1.56744216 1.57135269 8.25685642 -1.30164926 -3.90092378 4.22217817 2.51549507 1.45745140 -1.30164926 1.85474036 0.77871212 -0.44774069 -1.02484681 -0.44774069 -3.90092378 0.77871212 1.56744216 -1.30164926 0.77871212 1.25736508 4.22217817 -0.44774069 -1.30164926 1.57135269 *** 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) = 0.2520378688 Kirchhoff stress -0.69293E+00 -0.24126E+00 0.85585E+00 -0.24126E+00 -0.44641E+00 -0.92698E+00 0.85585E+00 -0.92698E+00 -0.15645E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.73431568 1.98372359 1.54937442 2.43168584 -1.11014473 0.76230364 1.98372359 0.74871526 1.57348742 1.60680773 -0.51358415 1.29240031 1.54937442 1.57348742 7.43293532 -1.33632891 -3.78323053 4.02619482 2.43168584 1.60680773 -1.33632891 1.98372359 0.76230364 -0.51358415 -1.11014473 -0.51358415 -3.78323053 0.76230364 1.54937442 -1.33632891 0.76230364 1.29240031 4.02619482 -0.51358415 -1.33632891 1.57348742 *** 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) = 0.2210287726 Kirchhoff stress -0.66277E+00 -0.25017E+00 0.84104E+00 -0.25017E+00 -0.49691E+00 -0.88866E+00 0.84104E+00 -0.88866E+00 -0.14112E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.42191574 2.08355648 1.52721426 2.31015678 -1.18074706 0.74271166 2.08355648 1.09435285 1.55645788 1.74530094 -0.57899172 1.30685938 1.52721426 1.55645788 6.65817164 -1.36171349 -3.65200031 3.81339047 2.31015678 1.74530094 -1.36171349 2.08355648 0.74271166 -0.57899172 -1.18074706 -0.57899172 -3.65200031 0.74271166 1.52721426 -1.36171349 0.74271166 1.30685938 3.81339047 -0.57899172 -1.36171349 1.55645788 *** 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) = 0.1895176968 Kirchhoff stress -0.62416E+00 -0.25404E+00 0.82282E+00 -0.25404E+00 -0.54120E+00 -0.84645E+00 0.82282E+00 -0.84645E+00 -0.12649E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.10459063 2.15063819 1.50195308 2.15444525 -1.23691535 0.72104010 2.15063819 1.44425597 1.52246339 1.86808791 -0.64120199 1.30160846 1.50195308 1.52246339 5.93520348 -1.37656488 -3.50878173 3.58800884 2.15444525 1.86808791 -1.37656488 2.15063819 0.72104010 -0.64120199 -1.23691535 -0.64120199 -3.50878173 0.72104010 1.50195308 -1.37656488 0.72104010 1.30160846 3.58800884 -0.64120199 -1.37656488 1.52246339 *** 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) = 0.1576155113 Kirchhoff stress -0.57849E+00 -0.25267E+00 0.80143E+00 -0.25267E+00 -0.57849E+00 -0.80143E+00 0.80143E+00 -0.80143E+00 -0.11266E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.79232630 2.18276866 1.47481536 1.97059386 -1.27886089 0.69803206 2.18276866 1.79232630 1.47481536 1.97059386 -0.69803206 1.27886089 1.47481536 1.47481536 5.26591826 -1.38013607 -3.35523967 3.35523967 1.97059386 1.97059386 -1.38013607 2.18276866 0.69803206 -0.69803206 -1.27886089 -0.69803206 -3.35523967 0.69803206 1.47481536 -1.38013607 0.69803206 1.27886089 3.35523967 -0.69803206 -1.38013607 1.47481536 *** 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) = 0.1254510939 Kirchhoff stress -0.52751E+00 -0.24583E+00 0.77713E+00 -0.24583E+00 -0.60817E+00 -0.75448E+00 0.77713E+00 -0.75448E+00 -0.99662E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.49696383 2.17954857 1.44669132 1.76416620 -1.30735783 0.67371806 2.17954857 2.13270396 1.41706148 2.04733786 -0.74740506 1.24086746 1.44669132 1.41706148 4.65142130 -1.37269980 -3.19312052 3.11883387 1.76416620 2.04733786 -1.37269980 2.17954857 0.67371806 -0.74740506 -1.30735783 -0.74740506 -3.19312052 0.67371806 1.44669132 -1.37269980 0.67371806 1.24086746 3.11883387 -0.74740506 -1.37269980 1.41706148 *** 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) = 0.9318063345E-01 Kirchhoff stress -0.47274E+00 -0.23376E+00 0.75022E+00 -0.23376E+00 -0.62943E+00 -0.70644E+00 0.75022E+00 -0.70644E+00 -0.87535E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.22503946 2.14143618 1.41767974 1.54313245 -1.32269617 0.64768377 2.14143618 2.45615200 1.35195925 2.09500379 -0.78807903 1.19083736 1.41767974 1.35195925 4.09148393 -1.35437515 -3.02410058 2.88240360 1.54313245 2.09500379 -1.35437515 2.14143618 0.64768377 -0.78807903 -1.32269617 -0.78807903 -3.02410058 0.64768377 1.41767974 -1.35437515 0.64768377 1.19083736 2.88240360 -0.78807903 -1.35437515 1.35195925 *** 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) = 0.6097995652E-01 Kirchhoff stress -0.41599E+00 -0.21684E+00 0.72107E+00 -0.21684E+00 -0.64196E+00 -0.65807E+00 0.72107E+00 -0.65807E+00 -0.76299E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98456002 2.07078080 1.38819488 1.31582727 -1.32543633 0.62004695 2.07078080 2.75667557 1.28267670 2.10973791 -0.81943882 1.13219746 1.38819488 1.28267670 3.58543083 -1.32575151 -2.85026906 2.64913137 1.31582727 2.10973791 -1.32575151 2.07078080 0.62004695 -0.81943882 -1.32543633 -0.81943882 -2.85026906 0.62004695 1.38819488 -1.32575151 0.62004695 1.13219746 2.64913137 -0.81943882 -1.32575151 1.28267670 *** 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) = 0.2904552356E-01 Kirchhoff stress -0.35886E+00 -0.19567E+00 0.69013E+00 -0.19567E+00 -0.64528E+00 -0.60990E+00 0.69013E+00 -0.60990E+00 -0.65952E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.77909700 1.97163430 1.35820598 1.09047598 -1.31685086 0.59052615 1.97163430 3.02437226 1.21125015 2.08939645 -0.84184016 1.06734887 1.35820598 1.21125015 3.13187424 -1.28789521 -2.67371853 2.42127370 1.09047598 2.08939645 -1.28789521 1.97163430 0.59052615 -0.84184016 -1.31685086 -0.84184016 -2.67371853 0.59052615 1.35820598 -1.28789521 0.59052615 1.06734887 2.42127370 -0.84184016 -1.28789521 1.21125015 *** 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) = -0.2403601038E-02 Kirchhoff stress -0.30320E+00 -0.17106E+00 0.65759E+00 -0.17106E+00 -0.63966E+00 -0.56244E+00 0.65759E+00 -0.56244E+00 -0.56501E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.61368379 1.85014884 1.32884136 0.87432462 -1.29591757 0.55900602 1.85014884 3.25489738 1.14020365 2.03334135 -0.85539823 0.99933515 1.32884136 1.14020365 2.72947775 -1.24204865 -2.49542467 2.20065132 0.87432462 2.03334135 -1.24204865 1.85014884 0.55900602 -0.85539823 -1.29591757 -0.85539823 -2.49542467 0.55900602 1.32884136 -1.24204865 0.55900602 0.99933515 2.20065132 -0.85539823 -1.24204865 1.14020365 *** 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) = -0.3313473945E-01 Kirchhoff stress -0.25019E+00 -0.14401E+00 0.62383E+00 -0.14401E+00 -0.62502E+00 -0.51597E+00 0.62383E+00 -0.51597E+00 -0.47917E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.48635947 1.71249581 1.29970763 0.67391716 -1.26372174 0.52553846 1.71249581 3.43826694 1.07048368 1.94312086 -0.86096224 0.92921934 1.29970763 1.07048368 2.37546401 -1.18938265 -2.31759191 1.98864233 0.67391716 1.94312086 -1.18938265 1.71249581 0.52553846 -0.86096224 -1.26372174 -0.86096224 -2.31759191 0.52553846 1.29970763 -1.18938265 0.52553846 0.92921934 1.98864233 -0.86096224 -1.18938265 1.07048368 *** 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) = -0.6291226512E-01 Kirchhoff stress -0.20113E+00 -0.11554E+00 0.58914E+00 -0.11554E+00 -0.60211E+00 -0.47088E+00 0.58914E+00 -0.47088E+00 -0.40179E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.39713177 1.56579266 1.27130290 0.49377977 -1.22040424 0.49053981 1.56579266 3.57220702 1.00378857 1.82160634 -0.85949280 0.85939387 1.27130290 1.00378857 2.06696349 -1.13108068 -2.14187051 1.78692881 0.49377977 1.82160634 -1.13108068 1.56579266 0.49053981 -0.85949280 -1.22040424 -0.85949280 -2.14187051 0.49053981 1.27130290 -1.13108068 0.49053981 0.85939387 1.78692881 -0.85949280 -1.13108068 1.00378857 *** 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) = -0.9149632001E-01 Kirchhoff stress -0.15695E+00 -0.86794E-01 0.55366E+00 -0.86794E-01 -0.57151E+00 -0.42728E+00 0.55366E+00 -0.42728E+00 -0.33257E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.34373524 1.41651028 1.24409153 0.33793024 -1.16607243 0.45439474 1.41651028 3.65183791 0.94064135 1.67345097 -0.85176770 0.79015030 1.24409153 0.94064135 1.80151931 -1.06829902 -1.96905390 1.59530686 0.33793024 1.67345097 -1.06829902 1.41651028 0.45439474 -0.85176770 -1.16607243 -0.85176770 -1.96905390 0.45439474 1.24409153 -1.06829902 0.45439474 0.79015030 1.59530686 -0.85176770 -1.06829902 0.94064135 *** 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) = -0.1186582656 Kirchhoff stress -0.11830E+00 -0.58860E-01 0.51753E+00 -0.58860E-01 -0.53427E+00 -0.38540E+00 0.51753E+00 -0.38540E+00 -0.27121E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.32249226 1.27075843 1.21875002 0.20810840 -1.10081319 0.41793696 1.27075843 3.67646046 0.88185861 1.50459545 -0.83867167 0.72252988 1.21875002 0.88185861 1.57603815 -1.00197492 -1.80018308 1.41474043 0.20810840 1.50459545 -1.00197492 1.27075843 0.41793696 -0.83867167 -1.10081319 -0.83867167 -1.80018308 0.41793696 1.21875002 -1.00197492 0.41793696 0.72252988 1.41474043 -0.83867167 -1.00197492 0.88185861 *** 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) = -0.1441872655 Kirchhoff stress -0.85523E-01 -0.32739E-01 0.48093E+00 -0.32739E-01 -0.49162E+00 -0.34538E+00 0.48093E+00 -0.34538E+00 -0.21740E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.32829115 1.13423026 1.19564166 0.10546086 -1.02553098 0.38210198 1.13423026 3.64749904 0.82791200 1.32127616 -0.82103595 0.65651343 1.19564166 0.82791200 1.38794418 -0.93306899 -1.63632813 1.24563160 0.10546086 1.32127616 -0.93306899 1.13423026 0.38210198 -0.82103595 -1.02553098 -0.82103595 -1.63632813 0.38210198 1.19564166 -0.93306899 0.38210198 0.65651343 1.24563160 -0.82103595 -0.93306899 0.82791200 *** 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) = -0.1678990481 Kirchhoff stress -0.58691E-01 -0.93010E-02 0.44393E+00 -0.93010E-02 -0.44485E+00 -0.30736E+00 0.44393E+00 -0.30736E+00 -0.17062E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.35600127 1.01098118 1.17513172 0.02916912 -0.94117439 0.34777866 1.01098118 3.56839511 0.77891525 1.13051696 -0.79929043 0.59254512 1.17513172 0.77891525 1.23248035 -0.86215998 -1.47782827 1.08776439 0.02916912 1.13051696 -0.86215998 1.01098118 0.34777866 -0.79929043 -0.94117439 -0.79929043 -1.47782827 0.34777866 1.17513172 -0.86215998 0.34777866 0.59254512 1.08776439 -0.79929043 -0.86215998 0.77891525 *** 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) = -0.1896398989 Kirchhoff stress -0.37578E-01 0.10745E-01 0.40654E+00 0.10745E-01 -0.39523E+00 -0.27143E+00 0.40654E+00 -0.27143E+00 -0.13052E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.39906514 0.90450906 1.15743409 -0.02232002 -0.84864500 0.31606107 0.90450906 3.44192626 0.73472053 0.93886424 -0.77341371 0.52983138 1.15743409 0.73472053 1.10699478 -0.78960207 -1.32471219 0.94109857 -0.02232002 0.93886424 -0.78960207 0.90450906 0.31606107 -0.77341371 -0.84864500 -0.77341371 -1.32471219 0.31606107 1.15743409 -0.78960207 0.31606107 0.52983138 0.94109857 -0.77341371 -0.78960207 0.73472053 *** 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) = -0.2092918668 Kirchhoff stress -0.21983E-01 0.26852E-01 0.36891E+00 0.26852E-01 -0.34426E+00 -0.23774E+00 0.36891E+00 -0.23774E+00 -0.96721E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.45455942 0.81675095 1.14291067 -0.05115447 -0.75004819 0.28776668 0.81675095 3.27549407 0.69598805 0.75255463 -0.74342127 0.46859584 1.14291067 0.69598805 1.00829320 -0.71561684 -1.17745319 0.80596630 -0.05115447 0.75255463 -0.71561684 0.81675095 0.28776668 -0.74342127 -0.75004819 -0.74342127 -1.17745319 0.28776668 1.14291067 -0.71561684 0.28776668 0.46859584 0.80596630 -0.74342127 -0.71561684 0.69598805 *** 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) = -0.2267808877 Kirchhoff stress -0.11230E-01 0.38710E-01 0.33115E+00 0.38710E-01 -0.29344E+00 -0.20646E+00 0.33115E+00 -0.20646E+00 -0.68976E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.51538463 0.74908400 1.13132369 -0.06034417 -0.64742859 0.26380798 0.74908400 3.07731564 0.66326862 0.57696134 -0.70920397 0.40843086 1.13132369 0.66326862 0.93541806 -0.64050455 -1.03598203 0.68269773 -0.06034417 0.57696134 -0.64050455 0.74908400 0.26380798 -0.70920397 -0.64742859 -0.70920397 -1.03598203 0.26380798 1.13132369 -0.64050455 0.26380798 0.40843086 0.68269773 -0.70920397 -0.64050455 0.66326862 *** 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) = -0.2420832674 Kirchhoff stress -0.44807E-02 0.46191E-01 0.29349E+00 0.46191E-01 -0.24391E+00 -0.17769E+00 0.29349E+00 -0.17769E+00 -0.46604E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.57565664 0.70168052 1.12147396 -0.05336960 -0.54451308 0.24458282 0.70168052 2.85320711 0.63635505 0.41652695 -0.66984740 0.34974658 1.12147396 0.63635505 0.88312210 -0.56413651 -0.90050853 0.57104068 -0.05336960 0.41652695 -0.56413651 0.70168052 0.24458282 -0.66984740 -0.54451308 -0.66984740 -0.90050853 0.24458282 1.12147396 -0.56413651 0.24458282 0.34974658 0.57104068 -0.66984740 -0.56413651 0.63635505 *** 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) = -0.2552211124 Kirchhoff stress -0.95438E-03 0.49402E-01 0.25613E+00 0.49402E-01 -0.19709E+00 -0.15154E+00 0.25613E+00 -0.15154E+00 -0.29319E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.63137236 0.67419702 1.11277031 -0.03443675 -0.44359473 0.22972383 0.67419702 2.61291994 0.61660448 0.27534891 -0.62460438 0.29257963 1.11277031 0.61660448 0.85016036 -0.48701698 -0.77110593 0.47155397 -0.03443675 0.27534891 -0.48701698 0.67419702 0.22972383 -0.62460438 -0.44359473 -0.62460438 -0.77110593 0.22972383 1.11277031 -0.48701698 0.22972383 0.29257963 0.47155397 -0.62460438 -0.48701698 0.61660448 *** 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) = -0.2662677175 Kirchhoff stress 0.28042E-03 0.48696E-01 0.21948E+00 0.48696E-01 -0.15408E+00 -0.12804E+00 0.21948E+00 -0.12804E+00 -0.16519E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.67930160 0.66525781 1.10331367 -0.00836816 -0.34877416 0.21848549 0.66525781 2.36500740 0.60470225 0.15636800 -0.57300417 0.23790213 1.10331367 0.60470225 0.83312443 -0.40968040 -0.64847449 0.38412455 -0.00836816 0.15636800 -0.40968040 0.66525781 0.21848549 -0.57300417 -0.34877416 -0.57300417 -0.64847449 0.21848549 1.10331367 -0.40968040 0.21848549 0.23790213 0.38412455 -0.57300417 -0.40968040 0.60470225 *** 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) = -0.2753441639 Kirchhoff stress 0.15996E-03 0.44637E-01 0.18391E+00 0.44637E-01 -0.11577E+00 -0.10718E+00 0.18391E+00 -0.10718E+00 -0.77104E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.71689758 0.67253060 1.09157371 0.02009575 -0.26309659 0.20931736 0.67253060 2.11690962 0.60169555 0.06146621 -0.51428358 0.18688563 1.09157371 0.60169555 0.83002768 -0.33309499 -0.53284931 0.30886256 0.02009575 0.06146621 -0.33309499 0.67253060 0.20931736 -0.51428358 -0.26309659 -0.51428358 -0.53284931 0.20931736 1.09157371 -0.33309499 0.20931736 0.18688563 0.30886256 -0.51428358 -0.33309499 0.60169555 *** 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) = -0.2826083331 Kirchhoff stress -0.52412E-03 0.38022E-01 0.14991E+00 0.38022E-01 -0.82873E-01 -0.88753E-01 0.14991E+00 -0.88753E-01 -0.22518E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.74460665 0.69263047 1.07570423 0.04558717 -0.18879295 0.19984545 0.69263047 1.87685729 0.60858462 -0.00798404 -0.44854307 0.14076645 1.07570423 0.60858462 0.83770378 -0.25889640 -0.42566033 0.24526754 0.04558717 -0.00798404 -0.25889640 0.69263047 0.19984545 -0.44854307 -0.18879295 -0.44854307 -0.42566033 0.19984545 1.07570423 -0.25889640 0.19984545 0.14076645 0.24526754 -0.44854307 -0.25889640 0.60858462 *** 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) = -0.2882512285 Kirchhoff stress -0.10705E-02 0.29764E-01 0.11801E+00 0.29764E-01 -0.55689E-01 -0.72408E-01 0.11801E+00 -0.72408E-01 0.68082E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.76387721 0.72166576 1.05350586 0.06434916 -0.12804029 0.18746685 0.72166576 1.65057731 0.62557689 -0.05233903 -0.37660776 0.10048244 1.05350586 0.62557689 0.85192341 -0.18901830 -0.32824098 0.19224364 0.06434916 -0.05233903 -0.18901830 0.72166576 0.18746685 -0.37660776 -0.12804029 -0.37660776 -0.32824098 0.18746685 1.05350586 -0.18901830 0.18746685 0.10048244 0.19224364 -0.37660776 -0.18901830 0.62557689 *** 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) = -0.2924808290 Kirchhoff stress -0.11038E-02 0.20963E-01 0.88650E-01 0.20963E-01 -0.34504E-01 -0.57625E-01 0.88650E-01 -0.57625E-01 0.17068E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.77857987 0.75503707 1.02399497 0.07320262 -0.08152641 0.16933569 0.75503707 1.44647200 0.65326598 -0.07342256 -0.30008444 0.06722770 1.02399497 0.65326598 0.87013695 -0.12640029 -0.24111831 0.14760938 0.07320262 -0.07342256 -0.12640029 0.75503707 0.16933569 -0.30008444 -0.08152641 -0.30008444 -0.24111831 0.16933569 1.02399497 -0.12640029 0.16933569 0.06722770 0.14760938 -0.30008444 -0.12640029 0.65326598 *** 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) = -0.2955058627 Kirchhoff stress -0.61146E-03 0.12662E-01 0.62127E-01 0.12662E-01 -0.19110E-01 -0.43814E-01 0.62127E-01 -0.43814E-01 0.15280E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.79467941 0.78804571 0.98709118 0.07026722 -0.04818643 0.14297350 0.78804571 1.26982703 0.69078517 -0.07367896 -0.22101026 0.04179817 0.98709118 0.69078517 0.88899345 -0.07368456 -0.16512410 0.10938962 0.07026722 -0.07367896 -0.07368456 0.78804571 0.14297350 -0.22101026 -0.04818643 -0.22101026 -0.16512410 0.14297350 0.98709118 -0.07368456 0.14297350 0.04179817 0.10938962 -0.22101026 -0.07368456 0.69078517 *** 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) = -0.2975133112 Kirchhoff stress 0.17429E-03 0.59379E-02 0.38572E-01 0.59379E-02 -0.87332E-02 -0.30113E-01 0.38572E-01 -0.30113E-01 0.92451E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81915711 0.81558598 0.94294630 0.05532777 -0.02548988 0.10627294 0.81558598 1.12186032 0.73584643 -0.05817264 -0.14254163 0.02307767 0.94294630 0.73584643 0.90455724 -0.03367281 -0.10013232 0.07406033 0.05532777 -0.05817264 -0.03367281 0.81558598 0.10627294 -0.14254163 -0.02548988 -0.14254163 -0.10013232 0.10627294 0.94294630 -0.03367281 0.10627294 0.02307767 0.07406033 -0.14254163 -0.03367281 0.73584643 *** 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) = -0.2986515019 Kirchhoff stress 0.67110E-03 0.15343E-02 0.17974E-01 0.15343E-02 -0.26277E-02 -0.15775E-01 0.17974E-01 -0.15775E-01 0.28775E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85867856 0.83382360 0.89316597 0.03063263 -0.01073751 0.05857013 0.83382360 1.00456325 0.78649008 -0.03159311 -0.06789409 0.00989981 0.89316597 0.78649008 0.91575256 -0.00854340 -0.04568933 0.03878005 0.03063263 -0.03159311 -0.00854340 0.83382360 0.05857013 -0.06789409 -0.01073751 -0.06789409 -0.04568933 0.05857013 0.89316597 -0.00854340 0.05857013 0.00989981 0.03878005 -0.06789409 -0.00854340 0.78649008 *** 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) = -0.2990189880 Kirchhoff stress 0.39354E-09 0.30226E-14 0.14218E-14 0.30086E-14 0.39354E-09 -0.13400E-15 0.14195E-14 -0.15113E-15 0.39354E-09 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91973934 0.84024061 0.84024061 -0.00000000 -0.00000000 0.00000000 0.84024061 0.91973934 0.84024061 -0.00000000 -0.00000000 0.00000000 0.84024061 0.84024061 0.91973934 -0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.84024061 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.84024061 -0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.84024061 * CB-KIM calculation successfully completed