---------------------------------------------------------------------------- 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_CuZr__MO_600021860456_004 Maximum cut-off distance: 7.6000000000 **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_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 2.89474910067680557546 0.00000000000000545304 1.44737455033840101137 0.00000000000000545304 2.89474910067680157866 1.44737455033840545227 -0.00000000000000904857 0.00000000000000404090 1.44737455033839235163 **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) = -0.2673656881 Kirchhoff stress 0.59563E-08 0.18713E-14 -0.31946E-14 0.18654E-14 0.59563E-08 0.13472E-14 -0.31901E-14 0.13469E-14 0.59563E-08 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95797359 0.81823740 0.81823740 -0.00000000 0.00000000 -0.00000000 0.81823740 0.95797359 0.81823740 -0.00000000 0.00000000 -0.00000000 0.81823740 0.81823740 0.95797359 -0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.49991543 -0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.49991543 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 -0.00000000 0.49991543 *** 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) = -0.2671099087 Kirchhoff stress 0.19950E-02 0.66566E-03 -0.80441E-02 0.66566E-03 0.78207E-02 0.11823E-01 -0.80441E-02 0.11823E-01 0.37741E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.65748135 0.78443313 0.71006345 -0.03117720 -0.04473262 -0.03329945 0.78443313 1.22424339 0.89242117 0.01802835 0.02657303 0.00859103 0.71006345 0.89242117 0.91867004 -0.00418150 -0.06801208 0.06472581 -0.03117720 0.01802835 -0.00418150 0.46653352 -0.03229739 0.02574563 -0.04473262 0.02657303 -0.06801208 -0.03229739 0.39189649 -0.00413116 -0.03329945 0.00859103 0.06472581 0.02574563 -0.00413116 0.57499616 *** 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) = -0.2663295425 Kirchhoff stress 0.94239E-03 0.33391E-02 -0.14980E-01 0.33391E-02 0.13803E-01 0.24721E-01 -0.14980E-01 0.24721E-01 0.10368E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97640250 0.75581523 0.67689945 -0.06223995 0.00716311 -0.09108157 0.75581523 0.91345225 0.90321126 0.01686744 0.06603121 -0.09607273 0.67689945 0.90321126 0.86339252 -0.02964905 -0.05630949 0.04163846 -0.06223995 0.01686744 -0.02964905 0.43922462 -0.08888626 0.06452800 0.00716311 0.06603121 -0.05630949 -0.08888626 0.35992011 -0.02946071 -0.09108157 -0.09607273 0.04163846 0.06452800 -0.02946071 0.58781985 *** 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) = -0.2650019165 Kirchhoff stress -0.99831E-02 0.70289E-02 -0.22427E-01 0.70289E-02 0.10646E-01 0.37102E-01 -0.22427E-01 0.37102E-01 0.16185E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.37017532 0.73217394 0.64512604 -0.05311959 0.03887122 -0.11183424 0.73217394 0.48438347 0.86784983 0.01783625 0.06914949 -0.14180490 0.64512604 0.86784983 0.76219810 -0.04254326 -0.04726510 -0.00002166 -0.05311959 0.01783625 -0.04254326 0.41800274 -0.10824772 0.06709503 0.03887122 0.06914949 -0.04726510 -0.10824772 0.33053008 -0.04216558 -0.11183424 -0.14180490 -0.00002166 0.06709503 -0.04216558 0.55587071 *** 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) = -0.2631347286 Kirchhoff stress -0.26167E-01 0.98540E-02 -0.29700E-01 0.98540E-02 0.16630E-02 0.48774E-01 -0.29700E-01 0.48774E-01 0.20796E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.49778240 0.71583402 0.60794758 -0.03516795 0.04524846 -0.10983509 0.71583402 0.25303726 0.80651020 0.03652528 0.05674860 -0.09980916 0.60794758 0.80651020 0.62705512 -0.04043793 -0.02901354 -0.05637672 -0.03516795 0.03652528 -0.04043793 0.40537561 -0.10466134 0.05422303 0.04524846 0.05674860 -0.02901354 -0.10466134 0.29706579 -0.03986898 -0.10983509 -0.09980916 -0.05637672 0.05422303 -0.03986898 0.49950277 *** 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) = -0.2607384119 Kirchhoff stress -0.42582E-01 0.11799E-01 -0.37666E-01 0.11799E-01 -0.71942E-02 0.61155E-01 -0.37666E-01 0.61155E-01 0.22347E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.49873539 0.74381247 0.62938754 -0.02384783 0.06215146 -0.10037995 0.74381247 0.31640685 0.77267941 0.05444336 0.04226273 -0.00960957 0.62938754 0.77267941 0.55085336 -0.05150634 0.02435368 -0.14588155 -0.02384783 0.05444336 -0.05150634 0.43877899 -0.09344374 0.03927856 0.06215146 0.04226273 0.02435368 -0.09344374 0.32391376 -0.05080383 -0.10037995 -0.00960957 -0.14588155 0.03927856 -0.05080383 0.47261708 *** 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) = -0.2577169964 Kirchhoff stress -0.58578E-01 0.13078E-01 -0.47401E-01 0.13078E-01 -0.11706E-01 0.75024E-01 -0.47401E-01 0.75024E-01 0.19280E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.54790090 0.77093097 0.66113692 0.00582877 0.09243984 -0.10299376 0.77093097 0.51622065 0.74943368 0.08700966 0.04412619 0.05886994 0.66113692 0.74943368 0.50340225 -0.05873950 0.08914513 -0.25458278 0.00582877 0.08700966 -0.05873950 0.47366357 -0.09418764 0.04064540 0.09243984 0.04412619 0.08914513 -0.09418764 0.36335643 -0.05803028 -0.10299376 0.05886994 -0.25458278 0.04064540 -0.05803028 0.45885282 *** 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) = -0.2539113602 Kirchhoff stress -0.74413E-01 0.13324E-01 -0.57649E-01 0.13324E-01 -0.10048E-01 0.90733E-01 -0.57649E-01 0.90733E-01 0.13535E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.66031169 0.78243457 0.65052325 0.07050987 0.05462007 -0.09908801 0.78243457 0.73811774 0.77033024 0.11553008 0.02965626 0.13831579 0.65052325 0.77033024 0.47499918 -0.08121719 0.09052461 -0.30845342 0.07050987 0.11553008 -0.08121719 0.49604737 -0.08842270 0.02562587 0.05462007 0.02965626 0.09052461 -0.08842270 0.36349113 -0.08068595 -0.09908801 0.13831579 -0.30845342 0.02562587 -0.08068595 0.49239915 *** 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) = -0.2491354991 Kirchhoff stress -0.90373E-01 0.11533E-01 -0.66717E-01 0.11533E-01 -0.12023E-02 0.10996E+00 -0.66717E-01 0.10996E+00 0.97719E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.75922656 0.75126250 0.57273569 0.17433607 -0.01875495 -0.11466307 0.75126250 0.84053995 0.79580097 0.18252273 0.02540371 0.18926831 0.57273569 0.79580097 0.43561637 -0.08733865 0.04535969 -0.32437620 0.17433607 0.18252273 -0.08733865 0.47987985 -0.10231384 0.02079604 -0.01875495 0.02540371 0.04535969 -0.10231384 0.30053973 -0.08719846 -0.11466307 0.18926831 -0.32437620 0.02079604 -0.08719846 0.53450123 *** 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) = -0.2433259463 Kirchhoff stress -0.10646E+00 0.89358E-02 -0.72399E-01 0.89358E-02 0.62006E-02 0.12736E+00 -0.72399E-01 0.12736E+00 0.67060E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.77875444 0.68521077 0.45766190 0.24979906 -0.12622988 -0.14906834 0.68521077 0.62702450 0.67646639 0.28827691 0.03524755 0.01847242 0.45766190 0.67646639 0.33080843 -0.07732240 -0.02498146 -0.42219464 0.24979906 0.28827691 -0.07732240 0.43454259 -0.13544487 0.03010787 -0.12622988 0.03524755 -0.02498146 -0.13544487 0.20601248 -0.07776783 -0.14906834 0.01847242 -0.42219464 0.03010787 -0.07776783 0.43710466 *** 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) = -0.2367574454 Kirchhoff stress -0.12031E+00 0.75682E-02 -0.74859E-01 0.75682E-02 0.71148E-02 0.13935E+00 -0.74859E-01 0.13935E+00 0.21870E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.53099916 0.59584582 0.36652969 0.21461084 -0.17869406 -0.19799011 0.59584582 0.42386444 0.53052409 0.33680999 0.02422627 -0.18430542 0.36652969 0.53052409 0.25503615 -0.08047446 -0.07754240 -0.51315931 0.21461084 0.33680999 -0.08047446 0.37304233 -0.18378468 0.01871106 -0.17869406 0.02422627 -0.07754240 -0.18378468 0.14261539 -0.08161246 -0.19799011 -0.18430542 -0.51315931 0.01871106 -0.08161246 0.31956009 *** 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) = -0.2297393916 Kirchhoff stress -0.13107E+00 0.73018E-02 -0.76643E-01 0.73018E-02 0.39311E-02 0.14764E+00 -0.76643E-01 0.14764E+00 -0.38289E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.44447328 0.52067375 0.30481657 0.19529803 -0.17792831 -0.23135862 0.52067375 0.27081009 0.43353642 0.30289299 0.00091629 -0.30129787 0.30481657 0.43353642 0.25833350 -0.10270972 -0.08583612 -0.54169888 0.19529803 0.30289299 -0.10270972 0.33507436 -0.21766995 -0.00462148 -0.17792831 0.00091629 -0.08583612 -0.21766995 0.11805986 -0.10448058 -0.23135862 -0.30129787 -0.54169888 -0.00462148 -0.10448058 0.25927072 *** 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) = -0.2223909171 Kirchhoff stress -0.14382E+00 0.52076E-02 -0.79667E-01 0.52076E-02 -0.20327E-02 0.15437E+00 -0.79667E-01 0.15437E+00 -0.10640E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.51531745 0.46649887 0.27199420 0.24541846 -0.14275902 -0.23480471 0.46649887 0.12485884 0.38673749 0.24002732 -0.02435637 -0.34636828 0.27199420 0.38673749 0.34002232 -0.11795443 -0.05974270 -0.52576963 0.24541846 0.24002732 -0.11795443 0.31843216 -0.22231502 -0.02966899 -0.14275902 -0.02435637 -0.05974270 -0.22231502 0.12279716 -0.12019689 -0.23480471 -0.34636828 -0.52576963 -0.02966899 -0.12019689 0.24885246 *** 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) = -0.2147016643 Kirchhoff stress -0.15793E+00 -0.45281E-03 -0.83967E-01 -0.45281E-03 -0.10025E-01 0.16098E+00 -0.83967E-01 0.16098E+00 -0.18106E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.50044335 0.45687755 0.26776121 0.33545472 -0.12764970 -0.23290216 0.45687755 0.04385704 0.39969406 0.17121968 -0.02646454 -0.35621384 0.26776121 0.39969406 0.47994713 -0.12801758 0.01055414 -0.52778564 0.33545472 0.17121968 -0.12801758 0.33162641 -0.22093360 -0.03185014 -0.12764970 -0.02646454 0.01055414 -0.22093360 0.14137366 -0.13076987 -0.23290216 -0.35621384 -0.52778564 -0.03185014 -0.13076987 0.28397164 *** 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) = -0.2067116209 Kirchhoff stress -0.16856E+00 -0.86339E-02 -0.88481E-01 -0.86339E-02 -0.20565E-01 0.16809E+00 -0.88481E-01 0.16809E+00 -0.27866E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.28590380 0.48434041 0.30311021 0.39004986 -0.13725248 -0.25446227 0.48434041 -0.00515345 0.42357796 0.12525052 0.01747140 -0.41148261 0.30311021 0.42357796 0.64815527 -0.14899769 0.13309096 -0.60369990 0.39004986 0.12525052 -0.14899769 0.35926899 -0.24102963 0.01105355 -0.13725248 0.01747140 0.13309096 -0.24102963 0.17672789 -0.15276226 -0.25446227 -0.41148261 -0.60369990 0.01105355 -0.15276226 0.30886255 *** 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) = -0.1985873858 Kirchhoff stress -0.17357E+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) 1.02717650 0.56268193 0.42751344 0.37554335 -0.09421057 -0.34539114 0.56268193 0.12531612 0.48724775 0.12764700 0.11536556 -0.56619273 0.42751344 0.48724775 0.90891576 -0.21143041 0.33735726 -0.79982701 0.37554335 0.12764700 -0.21143041 0.40645935 -0.32666120 0.10584193 -0.09421057 0.11536556 0.33735726 -0.32666120 0.26944590 -0.21762055 -0.34539114 -0.56619273 -0.79982701 0.10584193 -0.21762055 0.34487637 *** 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) = -0.1904408003 Kirchhoff stress -0.17672E+00 -0.16266E-01 -0.10273E+00 -0.16266E-01 -0.54023E-01 0.18422E+00 -0.10273E+00 0.18422E+00 -0.72698E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97780076 0.71125144 0.70206876 0.28712291 0.05344220 -0.50200630 0.71125144 0.53340980 0.66380161 0.12231109 0.25496731 -0.78504393 0.70206876 0.66380161 1.37825053 -0.35653025 0.64841028 -1.11203520 0.28712291 0.12231109 -0.35653025 0.48422382 -0.47180952 0.23860168 0.05344220 0.25496731 0.64841028 -0.47180952 0.47208403 -0.36803379 -0.50200630 -0.78504393 -1.11203520 0.23860168 -0.36803379 0.45795761 *** 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) = -0.1821000868 Kirchhoff stress -0.18501E+00 -0.10700E-01 -0.12116E+00 -0.10700E-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) 1.14802349 0.88715117 1.07381894 0.16836518 0.29346400 -0.69102017 0.88715117 0.68678760 0.96698972 -0.03054832 0.41909755 -0.99865058 1.07381894 0.96698972 2.08728004 -0.59834586 1.06347524 -1.51284424 0.16836518 -0.03054832 -0.59834586 0.58112787 -0.64611834 0.39313547 0.29346400 0.41909755 1.06347524 -0.64611834 0.76346291 -0.61773972 -0.69102017 -0.99865058 -1.51284424 0.39313547 -0.61773972 0.69043536 *** 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) = -0.1732086533 Kirchhoff stress -0.20129E+00 -0.23396E-03 -0.15086E+00 -0.23396E-03 -0.11164E+00 0.22331E+00 -0.15086E+00 0.22331E+00 -0.18091E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.42129425 1.10168216 1.42908051 0.10541930 0.47474377 -0.89068491 1.10168216 0.73292559 1.36196463 -0.21140901 0.62416776 -1.26782933 1.42908051 1.36196463 3.02498711 -0.90838429 1.56321341 -2.07702936 0.10541930 -0.21140901 -0.90838429 0.72691081 -0.83034729 0.58692828 0.47474377 0.62416776 1.56321341 -0.83034729 1.04858645 -0.93757037 -0.89068491 -1.26782933 -2.07702936 0.58692828 -0.93757037 1.02358441 *** 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) = -0.1634172704 Kirchhoff stress -0.22690E+00 0.16277E-01 -0.19290E+00 0.16277E-01 -0.15915E+00 0.25996E+00 -0.19290E+00 0.25996E+00 -0.26950E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.90246995 1.37676990 1.93278242 0.00625663 0.76599873 -1.15880455 1.37676990 0.93520495 1.87758426 -0.35168058 0.89591607 -1.59165888 1.93278242 1.87758426 4.40791595 -1.33988929 2.32283173 -2.88431200 0.00625663 -0.35168058 -1.33988929 0.94741571 -1.08339263 0.84620946 0.76599873 0.89591607 2.32283173 -1.08339263 1.49639188 -1.38035850 -1.15880455 -1.59165888 -2.88431200 0.84620946 -1.38035850 1.48904334 *** 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) = -0.1521072224 Kirchhoff stress -0.26682E+00 0.43838E-01 -0.25433E+00 0.43838E-01 -0.21761E+00 0.31506E+00 -0.25433E+00 0.31506E+00 -0.39550E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.30404957 1.67155500 2.58957523 -0.19575287 1.12107281 -1.50738784 1.67155500 1.46518312 2.52048075 -0.42250603 1.24290203 -1.90544984 2.58957523 2.52048075 6.36603954 -1.91154784 3.40598049 -3.95097812 -0.19575287 -0.42250603 -1.91154784 1.20573846 -1.41871977 1.18044581 1.12107281 1.24290203 3.40598049 -1.41871977 2.11559198 -1.96396195 -1.50738784 -1.90544984 -3.95097812 1.18044581 -1.96396195 2.09628558 *** 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) = -0.1383078499 Kirchhoff stress -0.31877E+00 0.86729E-01 -0.33916E+00 0.86729E-01 -0.28145E+00 0.39473E+00 -0.33916E+00 0.39473E+00 -0.57033E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.58682418 1.93040433 3.35583934 -0.40936045 1.52790208 -1.90533762 1.93040433 2.03238105 3.26415903 -0.51942296 1.63729711 -2.25253196 3.35583934 3.26415903 8.98714541 -2.62317175 4.81003066 -5.28246300 -0.40936045 -0.51942296 -2.62317175 1.44993602 -1.80695240 1.56317842 1.52790208 1.63729711 4.81003066 -1.80695240 2.86637443 -2.68689438 -1.90533762 -2.25253196 -5.28246300 1.56317842 -2.68689438 2.82170096 *** 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) = -0.1208485734 Kirchhoff stress -0.38496E+00 0.14203E+00 -0.45376E+00 0.14203E+00 -0.35463E+00 0.50101E+00 -0.45376E+00 0.50101E+00 -0.80707E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.78648187 2.14982942 4.26201899 -0.45794729 2.08213655 -2.30556555 2.14982942 2.36995654 4.13186996 -0.62913049 2.04589266 -2.72958373 4.26201899 4.13186996 12.38574329 -3.43760377 6.55303300 -6.93260202 -0.45794729 -0.62913049 -3.43760377 1.67783840 -2.20243394 1.96269389 2.08213655 2.04589266 6.55303300 -2.20243394 3.78057778 -3.51051032 -2.30556555 -2.72958373 -6.93260202 1.96269389 -3.51051032 3.68982423 *** 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) = -0.9848971286E-01 Kirchhoff stress -0.46312E+00 0.20703E+00 -0.60294E+00 0.20703E+00 -0.44112E+00 0.63646E+00 -0.60294E+00 0.63646E+00 -0.11190E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.86594880 2.36644267 5.27933357 -0.47802931 2.69829476 -2.70261342 2.36644267 2.58887707 5.14406748 -0.72367290 2.50841929 -3.19750919 5.27933357 5.14406748 16.68665622 -4.36589627 8.65645204 -8.90577484 -0.47802931 -0.72367290 -4.36589627 1.91076253 -2.59729190 2.41729480 2.69829476 2.50841929 8.65645204 -2.59729190 4.81385804 -4.44694286 -2.70261342 -3.19750919 -8.90577484 2.41729480 -4.44694286 4.70725716 *** 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) = -0.6997911050E-01 Kirchhoff stress -0.54552E+00 0.27667E+00 -0.77626E+00 0.27667E+00 -0.53472E+00 0.79292E+00 -0.77626E+00 0.79292E+00 -0.14952E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.35048635 1.97069769 4.06298091 0.03828049 2.10924299 -1.90341447 1.97069769 2.17961586 3.97512827 -0.14285192 1.81007505 -2.38208660 4.06298091 3.97512827 13.42057117 -3.08713682 6.66239683 -6.77436592 0.03828049 -0.14285192 -3.08713682 1.53179643 -1.79710179 1.71126324 2.10924299 1.81007505 6.66239683 -1.79710179 3.61388688 -3.17601370 -1.90341447 -2.38208660 -6.77436592 1.71126324 -3.17601370 3.54153405 *** 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) = -0.3637611735E-01 Kirchhoff stress -0.59058E+00 0.31211E+00 -0.89138E+00 0.31211E+00 -0.59058E+00 0.89138E+00 -0.89138E+00 0.89138E+00 -0.17794E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.33622202 1.99085069 4.30454570 0.02366314 2.29283380 -1.90023194 1.99085069 2.33622202 4.30454570 0.02366314 1.90023194 -2.29283380 4.30454570 4.30454570 15.39466874 -3.29274985 7.44393471 -7.44393471 0.02366314 0.02366314 -3.29274985 1.56881411 -1.79414673 1.79414673 2.29283380 1.90023194 7.44393471 -1.79414673 3.87183861 -3.38894873 -1.90023194 -2.29283380 -7.44393471 1.79414673 -3.38894873 3.87183861 *** 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) = 0.1433042224E-02 Kirchhoff stress -0.63235E+00 0.34872E+00 -0.10096E+01 0.34872E+00 -0.63789E+00 0.99641E+00 -0.10096E+01 0.99641E+00 -0.20905E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.22528894 1.93416299 4.45215229 -0.05562931 2.34841665 -1.89973898 1.93416299 2.56280696 4.57276578 0.13539640 1.95748162 -2.15361274 4.45215229 4.57276578 17.44908429 -3.50422548 8.18676633 -8.15542552 -0.05562931 0.13539640 -3.50422548 1.52895120 -1.79513576 1.84478762 2.34841665 1.95748162 8.18676633 -1.79513576 4.03570113 -3.60698616 -1.89973898 -2.15361274 -8.15542552 1.84478762 -3.60698616 4.13865241 *** 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) = 0.4371317816E-01 Kirchhoff stress -0.66790E+00 0.38422E+00 -0.11278E+01 0.38422E+00 -0.67317E+00 0.11056E+01 -0.11278E+01 0.11056E+01 -0.24286E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.01126493 1.83185382 4.55151521 -0.11866647 2.32699280 -1.87389547 1.83185382 2.75221771 4.76513351 0.16400835 1.97223800 -2.06699369 4.55151521 4.76513351 19.63149182 -3.69894265 8.90340429 -8.91281950 -0.11866647 0.16400835 -3.69894265 1.44317823 -1.77197736 1.85382018 2.32699280 1.97223800 8.90340429 -1.77197736 4.15091008 -3.80729473 -1.87389547 -2.06699369 -8.91281950 1.85382018 -3.80729473 4.32731893 *** 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) = 0.9053010256E-01 Kirchhoff stress -0.69277E+00 0.41492E+00 -0.12428E+01 0.41492E+00 -0.69856E+00 0.12145E+01 -0.12428E+01 0.12145E+01 -0.27948E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.61438773 1.71043128 4.59731670 -0.14573628 2.22500194 -1.82987599 1.71043128 2.77588613 4.85407415 0.08821961 1.96396782 -2.03942988 4.59731670 4.85407415 21.95516083 -3.86817639 9.59401568 -9.69756980 -0.14573628 0.08821961 -3.86817639 1.33782921 -1.73175816 1.84093732 2.22500194 1.96396782 9.59401568 -1.73175816 4.21193379 -3.98094178 -1.82987599 -2.03942988 -9.69756980 1.84093732 -3.98094178 4.41044472 *** 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) = 0.1416570776 Kirchhoff stress -0.70382E+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) 1.15078307 1.57057846 4.62426993 -0.15072172 2.10106833 -1.76728696 1.57057846 2.62260072 4.90304581 0.02900516 1.94755696 -2.05713892 4.62426993 4.90304581 24.49671062 -3.98722218 10.28333205 -10.47551872 -0.15072172 0.02900516 -3.98722218 1.21329433 -1.67391416 1.82117623 2.10106833 1.94755696 10.28333205 -1.67391416 4.25314657 -4.10308987 -1.76728696 -2.05713892 -10.47551872 1.82117623 -4.10308987 4.45160991 *** 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) = 0.1966521157 Kirchhoff stress -0.70234E+00 0.45649E+00 -0.14537E+01 0.45649E+00 -0.73392E+00 0.14161E+01 -0.14537E+01 0.14161E+01 -0.36135E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82134712 1.42060779 4.64934568 -0.13583867 1.99003996 -1.69483679 1.42060779 2.30572958 4.93274369 0.08981385 1.94073326 -1.99702193 4.64934568 4.93274369 27.32118809 -4.05546990 10.97248777 -11.18089427 -0.13583867 0.08981385 -4.05546990 1.07794481 -1.60701898 1.81248372 1.99003996 1.94073326 10.97248777 -1.60701898 4.29150499 -4.17295217 -1.69483679 -1.99702193 -11.18089427 1.81248372 -4.17295217 4.47213239 *** 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) = 0.2550292996 Kirchhoff stress -0.69309E+00 0.47128E+00 -0.15463E+01 0.47128E+00 -0.74940E+00 0.15058E+01 -0.15463E+01 0.15058E+01 -0.40640E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75724296 1.28851872 4.66636857 -0.13724451 1.90906656 -1.63137453 1.28851872 1.92928651 4.94175547 0.19892122 1.91611150 -1.93178488 4.66636857 4.94175547 30.44233666 -4.08484154 11.63196018 -11.79621032 -0.13724451 0.19892122 -4.08484154 0.95960740 -1.54970577 1.78756960 1.90906656 1.91611150 11.63196018 -1.54970577 4.32055537 -4.20240047 -1.63137453 -1.93178488 -11.79621032 1.78756960 -4.20240047 4.47101584 *** 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) = 0.3163865561 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) 1.00991367 1.18955757 4.66581605 -0.13837807 1.88729177 -1.55416690 1.18955757 1.74575081 4.97740277 0.29051596 1.84811307 -1.75844771 4.66581605 4.97740277 33.81085115 -4.08157203 12.20645204 -12.24204520 -0.13837807 0.29051596 -4.08157203 0.87317236 -1.47903562 1.72084557 1.88729177 1.84811307 12.20645204 -1.47903562 4.33037566 -4.19768918 -1.55416690 -1.75844771 -12.24204520 1.72084557 -4.19768918 4.49575849 *** 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) = 0.3805835219 Kirchhoff stress -0.67505E+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) 1.07863680 1.12277093 4.60387542 -0.09920927 1.82752949 -1.42153765 1.12277093 1.98317165 5.01761264 0.31952151 1.70890744 -1.47737026 4.60387542 5.01761264 37.31909052 -4.03692078 12.63701672 -12.50899008 -0.09920927 0.31952151 -4.03692078 0.81760076 -1.35320796 1.58452620 1.82752949 1.70890744 12.63701672 -1.35320796 4.27707057 -4.15003430 -1.42153765 -1.47737026 -12.50899008 1.58452620 -4.15003430 4.52481752 *** 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) = 0.4474871303 Kirchhoff stress -0.65407E+00 0.48537E+00 -0.17669E+01 0.48537E+00 -0.74306E+00 0.17263E+01 -0.17669E+01 0.17263E+01 -0.55258E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.52726745 1.04226834 4.42846011 -0.03370019 1.62630624 -1.23862366 1.04226834 2.32939580 4.87893707 0.35053913 1.54955723 -1.31129928 4.42846011 4.87893707 40.75982697 -3.91348884 12.91802773 -12.73465224 -0.03370019 0.35053913 -3.91348884 0.74685403 -1.17719922 1.42962672 1.62630624 1.54955723 12.91802773 -1.17719922 4.10839002 -4.02207846 -1.23862366 -1.31129928 -12.73465224 1.42962672 -4.02207846 4.37516175 *** 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) = 0.5164630962 Kirchhoff stress -0.61552E+00 0.47546E+00 -0.18106E+01 0.47546E+00 -0.71222E+00 0.17715E+01 -0.18106E+01 0.17715E+01 -0.60355E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.08362867 0.92447740 4.23221395 -0.15282486 1.47868050 -1.12645968 0.92447740 2.22654980 4.61685605 0.39955473 1.44416395 -1.24963341 4.23221395 4.61685605 44.16567558 -3.74965580 13.16831527 -12.97446345 -0.15282486 0.39955473 -3.74965580 0.63693456 -1.07181661 1.33001358 1.47868050 1.44416395 13.16831527 -1.07181661 3.91649650 -3.85239687 -1.12645968 -1.24963341 -12.97446345 1.33001358 -3.85239687 4.10215540 *** 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) = 0.5866040876 Kirchhoff stress -0.56577E+00 0.46365E+00 -0.18357E+01 0.46365E+00 -0.67609E+00 0.17968E+01 -0.18357E+01 0.17968E+01 -0.65548E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.29118873 0.81172947 4.00459164 -0.25738519 1.35338839 -1.03209292 0.81172947 2.05113419 4.32972341 0.38685512 1.32408559 -1.12104416 4.00459164 4.32972341 47.59223591 -3.55322322 13.32546797 -13.12450056 -0.25738519 0.38685512 -3.55322322 0.53051484 -0.98403008 1.21704814 1.35338839 1.32408559 13.32546797 -0.98403008 3.69116933 -3.64878318 -1.03209292 -1.12104416 -13.12450056 1.21704814 -3.64878318 3.80524957 *** 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) = 0.6571252167 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 -0.70776E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.21127479 0.71346625 3.72254997 -0.24521276 1.20746438 -0.90039904 0.71346625 1.94297857 4.05335703 0.29788002 1.15246659 -0.87470297 3.72254997 4.05335703 51.04639018 -3.31852169 13.31865823 -13.10611450 -0.24521276 0.29788002 -3.31852169 0.43661330 -0.85849633 1.05351402 1.20746438 1.15246659 13.31865823 -0.85849633 3.40882243 -3.40590299 -0.90039904 -0.87470297 -13.10611450 1.05351402 -3.40590299 3.51985887 *** 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) = 0.7273953202 Kirchhoff stress -0.46061E+00 0.41947E+00 -0.18254E+01 0.41947E+00 -0.57874E+00 0.17896E+01 -0.18254E+01 0.17896E+01 -0.75961E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.03782407 0.62741172 3.39240538 -0.11893133 1.04422518 -0.73205855 0.62741172 1.84452748 3.75478987 0.18042252 0.94664188 -0.60350082 3.39240538 3.75478987 54.49749008 -3.03788818 13.14029128 -12.94021497 -0.11893133 0.18042252 -3.03788818 0.35327842 -0.69582122 0.85661178 1.04422518 0.94664188 13.14029128 -0.69582122 3.07604932 -3.11621754 -0.73205855 -0.60350082 -12.94021497 0.85661178 -3.11621754 3.21393857 *** 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) = 0.7967691018 Kirchhoff stress -0.40797E+00 0.38122E+00 -0.17871E+01 0.38122E+00 -0.51598E+00 0.17550E+01 -0.17871E+01 0.17550E+01 -0.81046E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.09998779 0.57503635 3.05529962 0.05606613 0.89184110 -0.55010241 0.57503635 1.80333203 3.42386283 0.14274427 0.76594447 -0.36233557 3.05529962 3.42386283 57.94169307 -2.70619408 12.82230577 -12.63144181 0.05606613 0.14274427 -2.70619408 0.30188369 -0.51892263 0.68533675 0.89184110 0.76594447 12.82230577 -0.51892263 2.73377778 -2.77491829 -0.55010241 -0.36233557 -12.63144181 0.68533675 -2.77491829 2.87731161 *** 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) = 0.8644871321 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) -0.01361745 0.55639384 2.71096372 0.12423724 0.70945623 -0.41923289 0.55639384 2.01319025 3.10111510 0.24164468 0.64949046 -0.13059949 2.71096372 3.10111510 61.36693735 -2.35094233 12.36787678 -12.15793857 0.12423724 0.24164468 -2.35094233 0.28273223 -0.39248100 0.57856657 0.70945623 0.64949046 12.36787678 -0.39248100 2.38190785 -2.40977716 -0.41923289 -0.13059949 -12.15793857 0.57856657 -2.40977716 2.55093485 *** 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) = 0.9297277173 Kirchhoff stress -0.29209E+00 0.29293E+00 -0.16369E+01 0.29293E+00 -0.36186E+00 0.16199E+01 -0.16369E+01 0.16199E+01 -0.90684E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.17728474 0.51993960 2.37929869 0.09734855 0.54800154 -0.35239804 0.51993960 2.26940017 2.75556148 0.34779299 0.53619670 0.01137412 2.37929869 2.75556148 64.72301876 -2.01619285 11.76249403 -11.52625614 0.09734855 0.34779299 -2.01619285 0.24440244 -0.32944204 0.47493534 0.54800154 0.53619670 11.76249403 -0.32944204 2.04036235 -2.06519297 -0.35239804 0.01137412 -11.52625614 0.47493534 -2.06519297 2.20377666 *** 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) = 0.9916891510 Kirchhoff stress -0.23179E+00 0.24998E+00 -0.15268E+01 0.24998E+00 -0.27678E+00 0.15194E+01 -0.15268E+01 0.15194E+01 -0.95119E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.22553504 0.46260118 2.05124177 0.08899284 0.43639837 -0.29263799 0.46260118 1.93477180 2.38961040 0.28866279 0.40437945 0.04311073 2.05124177 2.38961040 67.91162747 -1.69271532 10.98088141 -10.72068131 0.08899284 0.28866279 -1.69271532 0.18421609 -0.27290226 0.35255359 0.43639837 0.40437945 10.98088141 -0.27290226 1.70044255 -1.73223115 -0.29263799 0.04311073 -10.72068131 0.35255359 -1.73223115 1.83854034 *** 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) = 1.049400649 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) -0.40188171 0.41271170 1.61386399 0.13041997 0.20954819 -0.20906284 0.41271170 1.45938312 1.97833277 0.19389808 0.26577556 -0.01344192 1.61386399 1.97833277 70.78166040 -1.35525143 9.93950336 -9.76395692 0.13041997 0.19389808 -1.35525143 0.13075711 -0.19204829 0.22294397 0.20954819 0.26577556 9.93950336 -0.19204829 1.24943709 -1.38594247 -0.20906284 -0.01344192 -9.76395692 0.22294397 -1.38594247 1.43015096 *** 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) = 1.101620370 Kirchhoff stress -0.10923E+00 0.15985E+00 -0.12352E+01 0.15985E+00 -0.13381E+00 0.12438E+01 -0.12352E+01 0.12438E+01 -0.10285E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.47996705 0.40023177 1.25195486 0.13978203 0.07568341 -0.14590101 0.40023177 1.18703317 1.57525646 0.11447033 0.14864959 -0.06697977 1.25195486 1.57525646 73.38467202 -1.04385966 8.79062878 -8.68318764 0.13978203 0.11447033 -1.04385966 0.11434354 -0.13123556 0.11422049 0.07568341 0.14864959 8.79062878 -0.13123556 0.87252871 -1.06661252 -0.14590101 -0.06697977 -8.68318764 0.11422049 -1.06661252 1.03211464 *** 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) = 1.147307967 Kirchhoff stress -0.52174E-01 0.11713E+00 -0.10590E+01 0.11713E+00 -0.73722E-01 0.10714E+01 -0.10590E+01 0.10714E+01 -0.10605E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.41779812 0.40892103 1.01349770 0.12694114 0.07215163 -0.09765704 0.40892103 1.20432119 1.20352603 0.09442472 0.06410749 -0.07356068 1.01349770 1.20352603 75.68989149 -0.76618527 7.58979625 -7.48622268 0.12694114 0.09442472 -0.76618527 0.11907657 -0.08511552 0.03737466 0.07215163 0.06410749 7.58979625 -0.08511552 0.61811275 -0.78206328 -0.09765704 -0.07356068 -7.48622268 0.03737466 -0.78206328 0.66747427 *** 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) = 1.185792604 Kirchhoff stress -0.37109E-02 0.79653E-01 -0.86854E+00 0.79653E-01 -0.16901E-01 0.88037E+00 -0.86854E+00 0.88037E+00 -0.10878E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.31699679 0.43255641 0.83096700 0.10543756 0.08433522 -0.04792415 0.43255641 1.36155705 0.89689849 0.08941991 0.00530345 -0.02880943 0.83096700 0.89689849 77.62719955 -0.51722336 6.27546241 -6.15634057 0.10543756 0.08941991 -0.51722336 0.13896580 -0.03743627 -0.01451065 0.08433522 0.00530345 6.27546241 -0.03743627 0.41898263 -0.52740992 -0.04792415 -0.02880943 -6.15634057 -0.01451065 -0.52740992 0.36969477 *** 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) = 1.216591234 Kirchhoff stress 0.36398E-01 0.47960E-01 -0.66585E+00 0.47960E-01 0.36258E-01 0.67470E+00 -0.66585E+00 0.67470E+00 -0.11098E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.22429200 0.47261429 0.67654203 0.06561237 0.05804794 0.01432263 0.47261429 1.33650921 0.66465381 0.04645448 -0.04762823 0.03891591 0.67654203 0.66465381 79.12804333 -0.31948432 4.81091202 -4.70255309 0.06561237 0.04645448 -0.31948432 0.17582462 0.02267113 -0.06132461 0.05804794 -0.04762823 4.81091202 0.02267113 0.24780973 -0.32521817 0.01432263 0.03891591 -4.70255309 -0.06132461 -0.32521817 0.14802402 *** 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) = 1.239235059 Kirchhoff stress 0.68604E-01 0.22539E-01 -0.45234E+00 0.22539E-01 0.77953E-01 0.45731E+00 -0.45234E+00 0.45731E+00 -0.11258E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.14497450 0.50083754 0.52195972 0.03702326 0.02823575 0.04449516 0.50083754 0.90289238 0.46988604 0.00061955 -0.06154729 0.04690919 0.52195972 0.46988604 80.15304774 -0.15384933 3.25240550 -3.18413760 0.03702326 0.00061955 -0.15384933 0.20155417 0.05047656 -0.06993345 0.02823575 -0.06154729 3.25240550 0.05047656 0.07658861 -0.15639692 0.04449516 0.04690919 -3.18413760 -0.06993345 -0.15639692 -0.03473661 *** 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) = 1.253154444 Kirchhoff stress 0.91590E-01 0.58257E-02 -0.22928E+00 0.58257E-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) -0.09802832 0.50976008 0.38810433 0.01651861 0.00692953 0.03317627 0.50976008 0.38705086 0.34525924 -0.01395338 -0.03815339 0.01139418 0.38810433 0.34525924 80.73492492 -0.03894390 1.63683559 -1.61698770 0.01651861 -0.01395338 -0.03894390 0.20881018 0.03641798 -0.04199924 0.00692953 -0.03815339 1.63683559 0.03641798 -0.07355141 -0.03958062 0.03317627 0.01139418 -1.61698770 -0.04199924 -0.03958062 -0.14620871 *** 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) = 1.257854166 Kirchhoff stress 0.10323E+00 0.71287E-15 -0.63403E-13 0.69770E-15 0.10323E+00 0.63915E-13 -0.63949E-13 0.65725E-13 -0.11389E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.07388176 0.51718296 0.32653100 -0.00000000 0.00000000 0.00000000 0.51718296 0.07388176 0.32653100 -0.00000000 0.00000000 0.00000000 0.32653100 0.32653100 80.92921568 -0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.21568545 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 -0.15052029 -0.00000000 0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 -0.15052029 *** 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) = 1.253154444 Kirchhoff stress 0.10011E+00 0.58257E-02 0.23076E+00 0.58257E-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) 0.38705086 0.50976008 0.34525924 -0.01395338 0.01139418 -0.03815339 0.50976008 -0.09802832 0.38810433 0.01651861 0.03317627 0.00692953 0.34525924 0.38810433 80.73492492 -0.03894390 -1.61698770 1.63683559 -0.01395338 0.01651861 -0.03894390 0.20881018 -0.04199924 0.03641798 0.01139418 0.03317627 -1.61698770 -0.04199924 -0.14620871 -0.03958062 -0.03815339 0.00692953 1.63683559 0.03641798 -0.03958062 -0.07355141 *** 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) = 1.239235059 Kirchhoff stress 0.77953E-01 0.22539E-01 0.45731E+00 0.22539E-01 0.68604E-01 -0.45234E+00 0.45731E+00 -0.45234E+00 -0.11258E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90289238 0.50083754 0.46988604 0.00061955 0.04690919 -0.06154729 0.50083754 -0.14497450 0.52195972 0.03702326 0.04449516 0.02823575 0.46988604 0.52195972 80.15304774 -0.15384933 -3.18413760 3.25240550 0.00061955 0.03702326 -0.15384933 0.20155417 -0.06993345 0.05047656 0.04690919 0.04449516 -3.18413760 -0.06993345 -0.03473661 -0.15639692 -0.06154729 0.02823575 3.25240550 0.05047656 -0.15639692 0.07658861 *** 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) = 1.216591234 Kirchhoff stress 0.36258E-01 0.47960E-01 0.67470E+00 0.47960E-01 0.36398E-01 -0.66585E+00 0.67470E+00 -0.66585E+00 -0.11098E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.33650921 0.47261429 0.66465381 0.04645448 0.03891591 -0.04762823 0.47261429 -0.22429200 0.67654203 0.06561237 0.01432263 0.05804794 0.66465381 0.67654203 79.12804333 -0.31948432 -4.70255309 4.81091202 0.04645448 0.06561237 -0.31948432 0.17582462 -0.06132461 0.02267113 0.03891591 0.01432263 -4.70255309 -0.06132461 0.14802402 -0.32521817 -0.04762823 0.05804794 4.81091202 0.02267113 -0.32521817 0.24780973 *** 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) = 1.185792604 Kirchhoff stress -0.16901E-01 0.79653E-01 0.88037E+00 0.79653E-01 -0.37109E-02 -0.86854E+00 0.88037E+00 -0.86854E+00 -0.10878E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.36155705 0.43255641 0.89689849 0.08941991 -0.02880943 0.00530345 0.43255641 -0.31699679 0.83096700 0.10543756 -0.04792415 0.08433522 0.89689849 0.83096700 77.62719955 -0.51722336 -6.15634057 6.27546241 0.08941991 0.10543756 -0.51722336 0.13896580 -0.01451065 -0.03743627 -0.02880943 -0.04792415 -6.15634057 -0.01451065 0.36969477 -0.52740992 0.00530345 0.08433522 6.27546241 -0.03743627 -0.52740992 0.41898263 *** 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) = 1.147307967 Kirchhoff stress -0.73722E-01 0.11713E+00 0.10714E+01 0.11713E+00 -0.52174E-01 -0.10590E+01 0.10714E+01 -0.10590E+01 -0.10605E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.20432119 0.40892103 1.20352603 0.09442472 -0.07356068 0.06410749 0.40892103 -0.41779812 1.01349770 0.12694114 -0.09765704 0.07215163 1.20352603 1.01349770 75.68989149 -0.76618527 -7.48622268 7.58979625 0.09442472 0.12694114 -0.76618527 0.11907657 0.03737466 -0.08511552 -0.07356068 -0.09765704 -7.48622268 0.03737466 0.66747427 -0.78206328 0.06410749 0.07215163 7.58979625 -0.08511552 -0.78206328 0.61811275 *** 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) = 1.101620370 Kirchhoff stress -0.13381E+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) 1.18703317 0.40023177 1.57525646 0.11447033 -0.06697977 0.14864959 0.40023177 -0.47996705 1.25195486 0.13978203 -0.14590101 0.07568341 1.57525646 1.25195486 73.38467202 -1.04385966 -8.68318764 8.79062878 0.11447033 0.13978203 -1.04385966 0.11434354 0.11422049 -0.13123556 -0.06697977 -0.14590101 -8.68318764 0.11422049 1.03211464 -1.06661252 0.14864959 0.07568341 8.79062878 -0.13123556 -1.06661252 0.87252871 *** 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) = 1.049400649 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) 1.45938312 0.41271170 1.97833277 0.19389808 -0.01344192 0.26577556 0.41271170 -0.40188171 1.61386399 0.13041997 -0.20906284 0.20954819 1.97833277 1.61386399 70.78166040 -1.35525143 -9.76395692 9.93950336 0.19389808 0.13041997 -1.35525143 0.13075711 0.22294397 -0.19204829 -0.01344192 -0.20906284 -9.76395692 0.22294397 1.43015096 -1.38594247 0.26577556 0.20954819 9.93950336 -0.19204829 -1.38594247 1.24943709 *** 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) = 0.9916891510 Kirchhoff stress -0.27678E+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) 1.93477180 0.46260118 2.38961040 0.28866279 0.04311073 0.40437945 0.46260118 -0.22553504 2.05124177 0.08899284 -0.29263799 0.43639837 2.38961040 2.05124177 67.91162747 -1.69271532 -10.72068131 10.98088141 0.28866279 0.08899284 -1.69271532 0.18421609 0.35255359 -0.27290226 0.04311073 -0.29263799 -10.72068131 0.35255359 1.83854034 -1.73223115 0.40437945 0.43639837 10.98088141 -0.27290226 -1.73223115 1.70044255 *** 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) = 0.9297277173 Kirchhoff stress -0.36186E+00 0.29293E+00 0.16199E+01 0.29293E+00 -0.29209E+00 -0.16369E+01 0.16199E+01 -0.16369E+01 -0.90684E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.26940017 0.51993960 2.75556148 0.34779299 0.01137412 0.53619670 0.51993960 -0.17728474 2.37929869 0.09734855 -0.35239804 0.54800154 2.75556148 2.37929869 64.72301876 -2.01619285 -11.52625614 11.76249403 0.34779299 0.09734855 -2.01619285 0.24440244 0.47493534 -0.32944204 0.01137412 -0.35239804 -11.52625614 0.47493534 2.20377666 -2.06519297 0.53619670 0.54800154 11.76249403 -0.32944204 -2.06519297 2.04036235 *** 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) = 0.8644871321 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) 2.01319025 0.55639384 3.10111510 0.24164468 -0.13059949 0.64949046 0.55639384 -0.01361745 2.71096372 0.12423724 -0.41923289 0.70945623 3.10111510 2.71096372 61.36693735 -2.35094233 -12.15793857 12.36787678 0.24164468 0.12423724 -2.35094233 0.28273223 0.57856657 -0.39248100 -0.13059949 -0.41923289 -12.15793857 0.57856657 2.55093485 -2.40977716 0.64949046 0.70945623 12.36787678 -0.39248100 -2.40977716 2.38190785 *** 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) = 0.7967691018 Kirchhoff stress -0.51598E+00 0.38122E+00 0.17550E+01 0.38122E+00 -0.40797E+00 -0.17871E+01 0.17550E+01 -0.17871E+01 -0.81046E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.80333203 0.57503635 3.42386283 0.14274427 -0.36233557 0.76594447 0.57503635 0.09998779 3.05529962 0.05606613 -0.55010241 0.89184110 3.42386283 3.05529962 57.94169307 -2.70619408 -12.63144181 12.82230577 0.14274427 0.05606613 -2.70619408 0.30188369 0.68533675 -0.51892263 -0.36233557 -0.55010241 -12.63144181 0.68533675 2.87731161 -2.77491829 0.76594447 0.89184110 12.82230577 -0.51892263 -2.77491829 2.73377778 *** 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) = 0.7273953202 Kirchhoff stress -0.57874E+00 0.41947E+00 0.17896E+01 0.41947E+00 -0.46061E+00 -0.18254E+01 0.17896E+01 -0.18254E+01 -0.75961E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.84452748 0.62741172 3.75478987 0.18042252 -0.60350082 0.94664188 0.62741172 -0.03782407 3.39240538 -0.11893133 -0.73205855 1.04422518 3.75478987 3.39240538 54.49749008 -3.03788818 -12.94021497 13.14029128 0.18042252 -0.11893133 -3.03788818 0.35327842 0.85661178 -0.69582122 -0.60350082 -0.73205855 -12.94021497 0.85661178 3.21393857 -3.11621754 0.94664188 1.04422518 13.14029128 -0.69582122 -3.11621754 3.07604932 *** 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) = 0.6571252167 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 -0.70776E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.94297857 0.71346625 4.05335703 0.29788002 -0.87470297 1.15246659 0.71346625 -0.21127479 3.72254997 -0.24521276 -0.90039904 1.20746438 4.05335703 3.72254997 51.04639018 -3.31852169 -13.10611450 13.31865823 0.29788002 -0.24521276 -3.31852169 0.43661330 1.05351402 -0.85849633 -0.87470297 -0.90039904 -13.10611450 1.05351402 3.51985887 -3.40590299 1.15246659 1.20746438 13.31865823 -0.85849633 -3.40590299 3.40882243 *** 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) = 0.5866040876 Kirchhoff stress -0.67609E+00 0.46365E+00 0.17968E+01 0.46365E+00 -0.56577E+00 -0.18357E+01 0.17968E+01 -0.18357E+01 -0.65548E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.05113419 0.81172947 4.32972341 0.38685512 -1.12104416 1.32408559 0.81172947 -0.29118873 4.00459164 -0.25738519 -1.03209292 1.35338839 4.32972341 4.00459164 47.59223591 -3.55322322 -13.12450056 13.32546797 0.38685512 -0.25738519 -3.55322322 0.53051484 1.21704814 -0.98403008 -1.12104416 -1.03209292 -13.12450056 1.21704814 3.80524957 -3.64878318 1.32408559 1.35338839 13.32546797 -0.98403008 -3.64878318 3.69116933 *** 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) = 0.5164630962 Kirchhoff stress -0.71222E+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) 2.22654980 0.92447740 4.61685605 0.39955473 -1.24963341 1.44416395 0.92447740 -0.08362867 4.23221395 -0.15282486 -1.12645968 1.47868050 4.61685605 4.23221395 44.16567558 -3.74965580 -12.97446345 13.16831527 0.39955473 -0.15282486 -3.74965580 0.63693456 1.33001358 -1.07181661 -1.24963341 -1.12645968 -12.97446345 1.33001358 4.10215540 -3.85239687 1.44416395 1.47868050 13.16831527 -1.07181661 -3.85239687 3.91649650 *** 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) = 0.4474871303 Kirchhoff stress -0.74306E+00 0.48537E+00 0.17263E+01 0.48537E+00 -0.65407E+00 -0.17669E+01 0.17263E+01 -0.17669E+01 -0.55258E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.32939580 1.04226834 4.87893707 0.35053913 -1.31129928 1.54955723 1.04226834 0.52726745 4.42846011 -0.03370019 -1.23862366 1.62630624 4.87893707 4.42846011 40.75982697 -3.91348884 -12.73465224 12.91802773 0.35053913 -0.03370019 -3.91348884 0.74685403 1.42962672 -1.17719922 -1.31129928 -1.23862366 -12.73465224 1.42962672 4.37516175 -4.02207846 1.54955723 1.62630624 12.91802773 -1.17719922 -4.02207846 4.10839002 *** 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) = 0.3805835219 Kirchhoff stress -0.76243E+00 0.48925E+00 0.16626E+01 0.48925E+00 -0.67505E+00 -0.17054E+01 0.16626E+01 -0.17054E+01 -0.50266E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.98317165 1.12277093 5.01761264 0.31952151 -1.47737026 1.70890744 1.12277093 1.07863680 4.60387542 -0.09920927 -1.42153765 1.82752949 5.01761264 4.60387542 37.31909052 -4.03692078 -12.50899008 12.63701672 0.31952151 -0.09920927 -4.03692078 0.81760076 1.58452620 -1.35320796 -1.47737026 -1.42153765 -12.50899008 1.58452620 4.52481752 -4.15003430 1.70890744 1.82752949 12.63701672 -1.35320796 -4.15003430 4.27707057 *** 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) = 0.3163865561 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) 1.74575081 1.18955757 4.97740277 0.29051596 -1.75844771 1.84811307 1.18955757 1.00991367 4.66581605 -0.13837807 -1.55416690 1.88729177 4.97740277 4.66581605 33.81085115 -4.08157203 -12.24204520 12.20645204 0.29051596 -0.13837807 -4.08157203 0.87317236 1.72084557 -1.47903562 -1.75844771 -1.55416690 -12.24204520 1.72084557 4.49575849 -4.19768918 1.84811307 1.88729177 12.20645204 -1.47903562 -4.19768918 4.33037566 *** 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) = 0.2550292996 Kirchhoff stress -0.74940E+00 0.47128E+00 0.15058E+01 0.47128E+00 -0.69309E+00 -0.15463E+01 0.15058E+01 -0.15463E+01 -0.40640E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.92928651 1.28851872 4.94175547 0.19892122 -1.93178488 1.91611150 1.28851872 0.75724296 4.66636857 -0.13724451 -1.63137453 1.90906656 4.94175547 4.66636857 30.44233666 -4.08484154 -11.79621032 11.63196018 0.19892122 -0.13724451 -4.08484154 0.95960740 1.78756960 -1.54970577 -1.93178488 -1.63137453 -11.79621032 1.78756960 4.47101584 -4.20240047 1.91611150 1.90906656 11.63196018 -1.54970577 -4.20240047 4.32055537 *** 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) = 0.1966521157 Kirchhoff stress -0.73392E+00 0.45649E+00 0.14161E+01 0.45649E+00 -0.70234E+00 -0.14537E+01 0.14161E+01 -0.14537E+01 -0.36135E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.30572958 1.42060779 4.93274369 0.08981385 -1.99702193 1.94073326 1.42060779 0.82134712 4.64934568 -0.13583867 -1.69483679 1.99003996 4.93274369 4.64934568 27.32118809 -4.05546990 -11.18089427 10.97248777 0.08981385 -0.13583867 -4.05546990 1.07794481 1.81248372 -1.60701898 -1.99702193 -1.69483679 -11.18089427 1.81248372 4.47213239 -4.17295217 1.94073326 1.99003996 10.97248777 -1.60701898 -4.17295217 4.29150499 *** 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) = 0.1416570776 Kirchhoff stress -0.71743E+00 0.43843E+00 0.13187E+01 0.43843E+00 -0.70382E+00 -0.13521E+01 0.13187E+01 -0.13521E+01 -0.31899E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.62260072 1.57057846 4.90304581 0.02900516 -2.05713892 1.94755696 1.57057846 1.15078307 4.62426993 -0.15072172 -1.76728696 2.10106833 4.90304581 4.62426993 24.49671062 -3.98722218 -10.47551872 10.28333205 0.02900516 -0.15072172 -3.98722218 1.21329433 1.82117623 -1.67391416 -2.05713892 -1.76728696 -10.47551872 1.82117623 4.45160991 -4.10308987 1.94755696 2.10106833 10.28333205 -1.67391416 -4.10308987 4.25314657 *** 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) = 0.9053010256E-01 Kirchhoff stress -0.69856E+00 0.41492E+00 0.12145E+01 0.41492E+00 -0.69277E+00 -0.12428E+01 0.12145E+01 -0.12428E+01 -0.27948E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.77588613 1.71043128 4.85407415 0.08821961 -2.03942988 1.96396782 1.71043128 1.61438773 4.59731670 -0.14573628 -1.82987599 2.22500194 4.85407415 4.59731670 21.95516083 -3.86817639 -9.69756980 9.59401568 0.08821961 -0.14573628 -3.86817639 1.33782921 1.84093732 -1.73175816 -2.03942988 -1.82987599 -9.69756980 1.84093732 4.41044472 -3.98094178 1.96396782 2.22500194 9.59401568 -1.73175816 -3.98094178 4.21193379 *** 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) = 0.4371317816E-01 Kirchhoff stress -0.67317E+00 0.38422E+00 0.11056E+01 0.38422E+00 -0.66790E+00 -0.11278E+01 0.11056E+01 -0.11278E+01 -0.24286E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.75221771 1.83185382 4.76513351 0.16400835 -2.06699369 1.97223800 1.83185382 2.01126493 4.55151521 -0.11866647 -1.87389547 2.32699280 4.76513351 4.55151521 19.63149182 -3.69894265 -8.91281950 8.90340429 0.16400835 -0.11866647 -3.69894265 1.44317823 1.85382018 -1.77197736 -2.06699369 -1.87389547 -8.91281950 1.85382018 4.32731893 -3.80729473 1.97223800 2.32699280 8.90340429 -1.77197736 -3.80729473 4.15091008 *** 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) = 0.1433042224E-02 Kirchhoff stress -0.63789E+00 0.34872E+00 0.99641E+00 0.34872E+00 -0.63235E+00 -0.10096E+01 0.99641E+00 -0.10096E+01 -0.20905E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.56280696 1.93416299 4.57276578 0.13539640 -2.15361274 1.95748162 1.93416299 2.22528894 4.45215229 -0.05562931 -1.89973898 2.34841665 4.57276578 4.45215229 17.44908429 -3.50422548 -8.15542552 8.18676633 0.13539640 -0.05562931 -3.50422548 1.52895120 1.84478762 -1.79513576 -2.15361274 -1.89973898 -8.15542552 1.84478762 4.13865241 -3.60698616 1.95748162 2.34841665 8.18676633 -1.79513576 -3.60698616 4.03570113 *** 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) = -0.3637611735E-01 Kirchhoff stress -0.59058E+00 0.31211E+00 0.89138E+00 0.31211E+00 -0.59058E+00 -0.89138E+00 0.89138E+00 -0.89138E+00 -0.17794E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.33622202 1.99085069 4.30454570 0.02366314 -2.29283380 1.90023194 1.99085069 2.33622202 4.30454570 0.02366314 -1.90023194 2.29283380 4.30454570 4.30454570 15.39466874 -3.29274985 -7.44393471 7.44393471 0.02366314 0.02366314 -3.29274985 1.56881411 1.79414673 -1.79414673 -2.29283380 -1.90023194 -7.44393471 1.79414673 3.87183861 -3.38894873 1.90023194 2.29283380 7.44393471 -1.79414673 -3.38894873 3.87183861 *** 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) = -0.6997911050E-01 Kirchhoff stress -0.53472E+00 0.27667E+00 0.79292E+00 0.27667E+00 -0.54552E+00 -0.77626E+00 0.79292E+00 -0.77626E+00 -0.14952E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.17961586 1.97069769 3.97512827 -0.14285192 -2.38208660 1.81007505 1.97069769 2.35048635 4.06298091 0.03828049 -1.90341447 2.10924299 3.97512827 4.06298091 13.42057117 -3.08713682 -6.77436592 6.66239683 -0.14285192 0.03828049 -3.08713682 1.53179643 1.71126324 -1.79710179 -2.38208660 -1.90341447 -6.77436592 1.71126324 3.54153405 -3.17601370 1.81007505 2.10924299 6.66239683 -1.79710179 -3.17601370 3.61388688 *** 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) = -0.9848971286E-01 Kirchhoff stress -0.44112E+00 0.20703E+00 0.63646E+00 0.20703E+00 -0.46312E+00 -0.60294E+00 0.63646E+00 -0.60294E+00 -0.11190E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.58887707 2.36644267 5.14406748 -0.72367290 -3.19750919 2.50841929 2.36644267 2.86594880 5.27933357 -0.47802931 -2.70261342 2.69829476 5.14406748 5.27933357 16.68665622 -4.36589627 -8.90577484 8.65645204 -0.72367290 -0.47802931 -4.36589627 1.91076253 2.41729480 -2.59729190 -3.19750919 -2.70261342 -8.90577484 2.41729480 4.70725716 -4.44694286 2.50841929 2.69829476 8.65645204 -2.59729190 -4.44694286 4.81385804 *** 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) = -0.1208485734 Kirchhoff stress -0.35463E+00 0.14203E+00 0.50101E+00 0.14203E+00 -0.38496E+00 -0.45376E+00 0.50101E+00 -0.45376E+00 -0.80707E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.36995654 2.14982942 4.13186996 -0.62913049 -2.72958373 2.04589266 2.14982942 2.78648187 4.26201899 -0.45794729 -2.30556555 2.08213655 4.13186996 4.26201899 12.38574329 -3.43760377 -6.93260202 6.55303300 -0.62913049 -0.45794729 -3.43760377 1.67783840 1.96269389 -2.20243394 -2.72958373 -2.30556555 -6.93260202 1.96269389 3.68982423 -3.51051032 2.04589266 2.08213655 6.55303300 -2.20243394 -3.51051032 3.78057778 *** 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) = -0.1383078499 Kirchhoff stress -0.28145E+00 0.86729E-01 0.39473E+00 0.86729E-01 -0.31877E+00 -0.33916E+00 0.39473E+00 -0.33916E+00 -0.57033E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.03238105 1.93040433 3.26415903 -0.51942296 -2.25253196 1.63729711 1.93040433 2.58682418 3.35583934 -0.40936045 -1.90533762 1.52790208 3.26415903 3.35583934 8.98714541 -2.62317175 -5.28246300 4.81003066 -0.51942296 -0.40936045 -2.62317175 1.44993602 1.56317842 -1.80695240 -2.25253196 -1.90533762 -5.28246300 1.56317842 2.82170096 -2.68689438 1.63729711 1.52790208 4.81003066 -1.80695240 -2.68689438 2.86637443 *** 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) = -0.1521072224 Kirchhoff stress -0.21761E+00 0.43838E-01 0.31506E+00 0.43838E-01 -0.26682E+00 -0.25433E+00 0.31506E+00 -0.25433E+00 -0.39550E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.46518312 1.67155500 2.52048075 -0.42250603 -1.90544984 1.24290203 1.67155500 2.30404957 2.58957523 -0.19575287 -1.50738784 1.12107281 2.52048075 2.58957523 6.36603954 -1.91154784 -3.95097812 3.40598049 -0.42250603 -0.19575287 -1.91154784 1.20573846 1.18044581 -1.41871977 -1.90544984 -1.50738784 -3.95097812 1.18044581 2.09628558 -1.96396195 1.24290203 1.12107281 3.40598049 -1.41871977 -1.96396195 2.11559198 *** 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) = -0.1634172704 Kirchhoff stress -0.15915E+00 0.16277E-01 0.25996E+00 0.16277E-01 -0.22690E+00 -0.19290E+00 0.25996E+00 -0.19290E+00 -0.26950E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93520495 1.37676990 1.87758426 -0.35168058 -1.59165888 0.89591607 1.37676990 1.90246995 1.93278242 0.00625663 -1.15880455 0.76599873 1.87758426 1.93278242 4.40791595 -1.33988929 -2.88431200 2.32283173 -0.35168058 0.00625663 -1.33988929 0.94741571 0.84620946 -1.08339263 -1.59165888 -1.15880455 -2.88431200 0.84620946 1.48904334 -1.38035850 0.89591607 0.76599873 2.32283173 -1.08339263 -1.38035850 1.49639188 *** 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) = -0.1732086533 Kirchhoff stress -0.11164E+00 -0.23396E-03 0.22331E+00 -0.23396E-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) 0.73292559 1.10168216 1.36196463 -0.21140901 -1.26782933 0.62416776 1.10168216 1.42129425 1.42908051 0.10541930 -0.89068491 0.47474377 1.36196463 1.42908051 3.02498711 -0.90838429 -2.07702936 1.56321341 -0.21140901 0.10541930 -0.90838429 0.72691081 0.58692828 -0.83034729 -1.26782933 -0.89068491 -2.07702936 0.58692828 1.02358441 -0.93757037 0.62416776 0.47474377 1.56321341 -0.83034729 -0.93757037 1.04858645 *** 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) = -0.1821000868 Kirchhoff stress -0.77526E-01 -0.10700E-01 0.19906E+00 -0.10700E-01 -0.18501E+00 -0.12116E+00 0.19906E+00 -0.12116E+00 -0.11728E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.68678760 0.88715117 0.96698972 -0.03054832 -0.99865058 0.41909755 0.88715117 1.14802349 1.07381894 0.16836518 -0.69102017 0.29346400 0.96698972 1.07381894 2.08728004 -0.59834586 -1.51284424 1.06347524 -0.03054832 0.16836518 -0.59834586 0.58112787 0.39313547 -0.64611834 -0.99865058 -0.69102017 -1.51284424 0.39313547 0.69043536 -0.61773972 0.41909755 0.29346400 1.06347524 -0.64611834 -0.61773972 0.76346291 *** 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) = -0.1904408003 Kirchhoff stress -0.54023E-01 -0.16266E-01 0.18422E+00 -0.16266E-01 -0.17672E+00 -0.10273E+00 0.18422E+00 -0.10273E+00 -0.72698E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.53340980 0.71125144 0.66380161 0.12231109 -0.78504393 0.25496731 0.71125144 0.97780076 0.70206876 0.28712291 -0.50200630 0.05344220 0.66380161 0.70206876 1.37825053 -0.35653025 -1.11203520 0.64841028 0.12231109 0.28712291 -0.35653025 0.48422382 0.23860168 -0.47180952 -0.78504393 -0.50200630 -1.11203520 0.23860168 0.45795761 -0.36803379 0.25496731 0.05344220 0.64841028 -0.47180952 -0.36803379 0.47208403 *** 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) = -0.1985873858 Kirchhoff stress -0.35843E-01 -0.15435E-01 0.17529E+00 -0.15435E-01 -0.17357E+00 -0.93597E-01 0.17529E+00 -0.93597E-01 -0.44310E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.12531612 0.56268193 0.48724775 0.12764700 -0.56619273 0.11536556 0.56268193 1.02717650 0.42751344 0.37554335 -0.34539114 -0.09421057 0.48724775 0.42751344 0.90891576 -0.21143041 -0.79982701 0.33735726 0.12764700 0.37554335 -0.21143041 0.40645935 0.10584193 -0.32666120 -0.56619273 -0.34539114 -0.79982701 0.10584193 0.34487637 -0.21762055 0.11536556 -0.09421057 0.33735726 -0.32666120 -0.21762055 0.26944590 *** 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) = -0.2067116209 Kirchhoff stress -0.20565E-01 -0.86339E-02 0.16809E+00 -0.86339E-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) -0.00515345 0.48434041 0.42357796 0.12525052 -0.41148261 0.01747140 0.48434041 1.28590380 0.30311021 0.39004986 -0.25446227 -0.13725248 0.42357796 0.30311021 0.64815527 -0.14899769 -0.60369990 0.13309096 0.12525052 0.39004986 -0.14899769 0.35926899 0.01105355 -0.24102963 -0.41148261 -0.25446227 -0.60369990 0.01105355 0.30886255 -0.15276226 0.01747140 -0.13725248 0.13309096 -0.24102963 -0.15276226 0.17672789 *** 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) = -0.2147016643 Kirchhoff stress -0.10025E-01 -0.45281E-03 0.16098E+00 -0.45281E-03 -0.15793E+00 -0.83967E-01 0.16098E+00 -0.83967E-01 -0.18106E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.04385704 0.45687755 0.39969406 0.17121968 -0.35621384 -0.02646454 0.45687755 1.50044335 0.26776121 0.33545472 -0.23290216 -0.12764970 0.39969406 0.26776121 0.47994713 -0.12801758 -0.52778564 0.01055414 0.17121968 0.33545472 -0.12801758 0.33162641 -0.03185014 -0.22093360 -0.35621384 -0.23290216 -0.52778564 -0.03185014 0.28397164 -0.13076987 -0.02646454 -0.12764970 0.01055414 -0.22093360 -0.13076987 0.14137366 *** 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) = -0.2223909171 Kirchhoff stress -0.20327E-02 0.52076E-02 0.15437E+00 0.52076E-02 -0.14382E+00 -0.79667E-01 0.15437E+00 -0.79667E-01 -0.10640E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.12485884 0.46649887 0.38673749 0.24002732 -0.34636828 -0.02435637 0.46649887 1.51531745 0.27199420 0.24541846 -0.23480471 -0.14275902 0.38673749 0.27199420 0.34002232 -0.11795443 -0.52576963 -0.05974270 0.24002732 0.24541846 -0.11795443 0.31843216 -0.02966899 -0.22231502 -0.34636828 -0.23480471 -0.52576963 -0.02966899 0.24885246 -0.12019689 -0.02435637 -0.14275902 -0.05974270 -0.22231502 -0.12019689 0.12279716 *** 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) = -0.2297393916 Kirchhoff stress 0.39311E-02 0.73018E-02 0.14764E+00 0.73018E-02 -0.13107E+00 -0.76643E-01 0.14764E+00 -0.76643E-01 -0.38289E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.27081009 0.52067375 0.43353642 0.30289299 -0.30129787 0.00091629 0.52067375 1.44447328 0.30481657 0.19529803 -0.23135862 -0.17792831 0.43353642 0.30481657 0.25833350 -0.10270972 -0.54169888 -0.08583612 0.30289299 0.19529803 -0.10270972 0.33507436 -0.00462148 -0.21766995 -0.30129787 -0.23135862 -0.54169888 -0.00462148 0.25927072 -0.10448058 0.00091629 -0.17792831 -0.08583612 -0.21766995 -0.10448058 0.11805986 *** 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) = -0.2367574454 Kirchhoff stress 0.71148E-02 0.75682E-02 0.13935E+00 0.75682E-02 -0.12031E+00 -0.74859E-01 0.13935E+00 -0.74859E-01 0.21870E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.42386444 0.59584582 0.53052409 0.33680999 -0.18430542 0.02422627 0.59584582 1.53099916 0.36652969 0.21461084 -0.19799011 -0.17869406 0.53052409 0.36652969 0.25503615 -0.08047446 -0.51315931 -0.07754240 0.33680999 0.21461084 -0.08047446 0.37304233 0.01871106 -0.18378468 -0.18430542 -0.19799011 -0.51315931 0.01871106 0.31956009 -0.08161246 0.02422627 -0.17869406 -0.07754240 -0.18378468 -0.08161246 0.14261539 *** 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) = -0.2433259463 Kirchhoff stress 0.62006E-02 0.89358E-02 0.12736E+00 0.89358E-02 -0.10646E+00 -0.72399E-01 0.12736E+00 -0.72399E-01 0.67060E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.62702450 0.68521077 0.67646639 0.28827691 0.01847242 0.03524755 0.68521077 1.77875444 0.45766190 0.24979906 -0.14906834 -0.12622988 0.67646639 0.45766190 0.33080843 -0.07732240 -0.42219464 -0.02498146 0.28827691 0.24979906 -0.07732240 0.43454259 0.03010787 -0.13544487 0.01847242 -0.14906834 -0.42219464 0.03010787 0.43710466 -0.07776783 0.03524755 -0.12622988 -0.02498146 -0.13544487 -0.07776783 0.20601248 *** 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) = -0.2491354991 Kirchhoff stress -0.12023E-02 0.11533E-01 0.10996E+00 0.11533E-01 -0.90373E-01 -0.66717E-01 0.10996E+00 -0.66717E-01 0.97719E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84053995 0.75126250 0.79580097 0.18252273 0.18926831 0.02540371 0.75126250 1.75922656 0.57273569 0.17433607 -0.11466307 -0.01875495 0.79580097 0.57273569 0.43561637 -0.08733865 -0.32437620 0.04535969 0.18252273 0.17433607 -0.08733865 0.47987985 0.02079604 -0.10231384 0.18926831 -0.11466307 -0.32437620 0.02079604 0.53450123 -0.08719846 0.02540371 -0.01875495 0.04535969 -0.10231384 -0.08719846 0.30053973 *** 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) = -0.2539113602 Kirchhoff stress -0.10048E-01 0.13324E-01 0.90733E-01 0.13324E-01 -0.74413E-01 -0.57649E-01 0.90733E-01 -0.57649E-01 0.13535E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.73811774 0.78243457 0.77033024 0.11553008 0.13831579 0.02965626 0.78243457 1.66031169 0.65052325 0.07050987 -0.09908801 0.05462007 0.77033024 0.65052325 0.47499918 -0.08121719 -0.30845342 0.09052461 0.11553008 0.07050987 -0.08121719 0.49604737 0.02562587 -0.08842270 0.13831579 -0.09908801 -0.30845342 0.02562587 0.49239915 -0.08068595 0.02965626 0.05462007 0.09052461 -0.08842270 -0.08068595 0.36349113 *** 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) = -0.2577169964 Kirchhoff stress -0.11706E-01 0.13078E-01 0.75024E-01 0.13078E-01 -0.58578E-01 -0.47401E-01 0.75024E-01 -0.47401E-01 0.19280E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.51622065 0.77093097 0.74943368 0.08700966 0.05886994 0.04412619 0.77093097 1.54790090 0.66113692 0.00582877 -0.10299376 0.09243984 0.74943368 0.66113692 0.50340225 -0.05873950 -0.25458278 0.08914513 0.08700966 0.00582877 -0.05873950 0.47366357 0.04064540 -0.09418764 0.05886994 -0.10299376 -0.25458278 0.04064540 0.45885282 -0.05803028 0.04412619 0.09243984 0.08914513 -0.09418764 -0.05803028 0.36335643 *** 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) = -0.2607384119 Kirchhoff stress -0.71942E-02 0.11799E-01 0.61155E-01 0.11799E-01 -0.42582E-01 -0.37666E-01 0.61155E-01 -0.37666E-01 0.22347E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.31640685 0.74381247 0.77267941 0.05444336 -0.00960957 0.04226273 0.74381247 1.49873539 0.62938754 -0.02384783 -0.10037995 0.06215146 0.77267941 0.62938754 0.55085336 -0.05150634 -0.14588155 0.02435368 0.05444336 -0.02384783 -0.05150634 0.43877899 0.03927856 -0.09344374 -0.00960957 -0.10037995 -0.14588155 0.03927856 0.47261708 -0.05080383 0.04226273 0.06215146 0.02435368 -0.09344374 -0.05080383 0.32391376 *** 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) = -0.2631347286 Kirchhoff stress 0.16630E-02 0.98540E-02 0.48774E-01 0.98540E-02 -0.26167E-01 -0.29700E-01 0.48774E-01 -0.29700E-01 0.20796E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.25303726 0.71583402 0.80651020 0.03652528 -0.09980916 0.05674860 0.71583402 1.49778240 0.60794758 -0.03516795 -0.10983509 0.04524846 0.80651020 0.60794758 0.62705512 -0.04043793 -0.05637672 -0.02901354 0.03652528 -0.03516795 -0.04043793 0.40537561 0.05422303 -0.10466134 -0.09980916 -0.10983509 -0.05637672 0.05422303 0.49950277 -0.03986898 0.05674860 0.04524846 -0.02901354 -0.10466134 -0.03986898 0.29706579 *** 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) = -0.2650019165 Kirchhoff stress 0.10646E-01 0.70289E-02 0.37102E-01 0.70289E-02 -0.99831E-02 -0.22427E-01 0.37102E-01 -0.22427E-01 0.16185E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.48438347 0.73217394 0.86784983 0.01783625 -0.14180490 0.06914949 0.73217394 1.37017532 0.64512604 -0.05311959 -0.11183424 0.03887122 0.86784983 0.64512604 0.76219810 -0.04254326 -0.00002166 -0.04726510 0.01783625 -0.05311959 -0.04254326 0.41800274 0.06709503 -0.10824772 -0.14180490 -0.11183424 -0.00002166 0.06709503 0.55587071 -0.04216558 0.06914949 0.03887122 -0.04726510 -0.10824772 -0.04216558 0.33053008 *** 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) = -0.2663295425 Kirchhoff stress 0.13803E-01 0.33391E-02 0.24721E-01 0.33391E-02 0.94239E-03 -0.14980E-01 0.24721E-01 -0.14980E-01 0.10368E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91345225 0.75581523 0.90321126 0.01686744 -0.09607273 0.06603121 0.75581523 0.97640250 0.67689945 -0.06223995 -0.09108157 0.00716311 0.90321126 0.67689945 0.86339252 -0.02964905 0.04163846 -0.05630949 0.01686744 -0.06223995 -0.02964905 0.43922462 0.06452800 -0.08888626 -0.09607273 -0.09108157 0.04163846 0.06452800 0.58781985 -0.02946071 0.06603121 0.00716311 -0.05630949 -0.08888626 -0.02946071 0.35992011 *** 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) = -0.2671099087 Kirchhoff stress 0.78207E-02 0.66566E-03 0.11823E-01 0.66566E-03 0.19950E-02 -0.80441E-02 0.11823E-01 -0.80441E-02 0.37741E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.22424339 0.78443313 0.89242117 0.01802835 0.00859103 0.02657303 0.78443313 0.65748135 0.71006345 -0.03117720 -0.03329945 -0.04473262 0.89242117 0.71006345 0.91867004 -0.00418150 0.06472581 -0.06801208 0.01802835 -0.03117720 -0.00418150 0.46653352 0.02574563 -0.03229739 0.00859103 -0.03329945 0.06472581 0.02574563 0.57499616 -0.00413116 0.02657303 -0.04473262 -0.06801208 -0.03229739 -0.00413116 0.39189649 *** 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) = -0.2673656881 Kirchhoff stress 0.59563E-08 -0.41134E-15 0.35818E-14 -0.40673E-15 0.59563E-08 -0.14383E-13 0.35864E-14 -0.14380E-13 0.59563E-08 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95797359 0.81823740 0.81823740 0.00000000 -0.00000000 0.00000000 0.81823740 0.95797359 0.81823740 -0.00000000 -0.00000000 0.00000000 0.81823740 0.81823740 0.95797359 -0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.49991543 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.49991543 0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.00000000 0.49991543 * CB-KIM calculation successfully completed