---------------------------------------------------------------------------- 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_Hoyt_Garvin_PbCu__MO_119135752160_004 Maximum cut-off distance: 5.7772053541 **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 Relaxed lattice vectors 2.87015544298507485621 0.00000000000000001139 1.43507772149253742811 0.00000000000000001139 2.87015544298505664855 1.43507772149252832428 -0.00000000000000009468 0.00000000000000001757 1.43507772149252965654 **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) = -0.2970506846 Kirchhoff stress 0.11170E-07 0.14502E-18 0.34891E-17 0.14502E-18 0.11170E-07 0.32517E-17 0.12146E-17 0.20784E-17 0.11170E-07 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.89748734 0.90010229 0.90010229 -0.00000000 -0.00000000 -0.00000000 0.90010229 0.89748734 0.90010229 -0.00000000 -0.00000000 0.00000000 0.90010229 0.90010229 0.89748734 -0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 0.59970518 -0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.59970518 -0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.59970518 *** 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) = -0.2968473130 Kirchhoff stress -0.47214E-05 0.29667E-03 -0.97883E-02 0.29667E-03 0.63785E-04 0.11034E-01 -0.97883E-02 0.11034E-01 0.71003E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91256461 0.86209268 0.83494455 -0.01371764 0.00213063 -0.05814127 0.86209268 0.84348615 0.89508695 0.03115319 0.02954368 -0.02641729 0.83494455 0.89508695 0.86770787 0.00391720 0.02308759 -0.04923631 -0.01371764 0.03115319 0.00391720 0.56070103 -0.05538921 0.02715457 0.00213063 0.02954368 0.02308759 -0.05538921 0.53314831 0.00454311 -0.05814127 -0.02641729 -0.04923631 0.02715457 0.00454311 0.59463018 *** 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) = -0.2961960213 Kirchhoff stress -0.39100E-02 0.41039E-02 -0.19362E-01 0.41039E-02 -0.43764E-02 0.23479E-01 -0.19362E-01 0.23479E-01 -0.19228E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99536978 0.82662844 0.80407693 -0.05254682 0.02651911 -0.11885796 0.82662844 0.34014349 0.87376153 -0.13882936 0.01965232 -0.19349228 0.80407693 0.87376153 0.86026639 -0.03540754 0.06249922 -0.11093809 -0.05254682 -0.13882936 -0.03540754 0.52720923 -0.11273527 0.01538101 0.02651911 0.01965232 0.06249922 -0.11273527 0.50295561 -0.03467142 -0.11885796 -0.19349228 -0.11093809 0.01538101 -0.03467142 0.57657413 *** 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) = -0.2950883121 Kirchhoff stress -0.10521E-01 0.88628E-02 -0.28967E-01 0.88628E-02 -0.72592E-02 0.38394E-01 -0.28967E-01 0.38394E-01 -0.16925E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09324570 0.82653828 0.77731146 -0.06876887 0.05534756 -0.16344607 0.82653828 0.80168706 0.94146107 0.03529299 0.11208136 -0.06111382 0.77731146 0.94146107 0.85447827 -0.05672871 0.10376842 -0.14331988 -0.06876887 0.03529299 -0.05672871 0.52770616 -0.15400559 0.10640454 0.05534756 0.11208136 0.10376842 -0.15400559 0.47680435 -0.05524078 -0.16344607 -0.06111382 -0.14331988 0.10640454 -0.05524078 0.64727789 *** 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) = -0.2933670053 Kirchhoff stress -0.21542E-01 0.15146E-01 -0.37932E-01 0.15146E-01 -0.11467E-01 0.55255E-01 -0.37932E-01 0.55255E-01 -0.60629E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.24424275 0.81305373 0.76284919 -0.06951279 0.08165015 -0.23000791 0.81305373 0.87241722 0.95699854 0.03417395 0.13234252 -0.11672564 0.76284919 0.95699854 0.86339452 -0.09767935 0.13613410 -0.21819679 -0.06951279 0.03417395 -0.09767935 0.51598724 -0.21649421 0.12469527 0.08165015 0.13234252 0.13613410 -0.21649421 0.46443687 -0.09541561 -0.23000791 -0.11672564 -0.21819679 0.12469527 -0.09541561 0.66839713 *** 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) = -0.2908898370 Kirchhoff stress -0.36590E-01 0.22279E-01 -0.48666E-01 0.22279E-01 -0.13462E-01 0.73865E-01 -0.48666E-01 0.73865E-01 -0.10099E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.35216527 0.82305968 0.74868965 -0.08055912 0.11245530 -0.29801402 0.82305968 1.05898799 0.99544433 -0.05026692 0.18028874 -0.23017290 0.74868965 0.99544433 0.78279861 -0.15080042 0.18026305 -0.30598992 -0.08055912 -0.05026692 -0.15080042 0.52673395 -0.28020577 0.17127253 0.11245530 0.18028874 0.18026305 -0.28020577 0.45151256 -0.14807367 -0.29801402 -0.23017290 -0.30598992 0.17127253 -0.14807367 0.71132196 *** 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) = -0.2875063034 Kirchhoff stress -0.56857E-01 0.30176E-01 -0.60781E-01 0.30176E-01 -0.18108E-01 0.94523E-01 -0.60781E-01 0.94523E-01 -0.16729E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.58395374 0.79525809 0.75199785 -0.04546920 0.14958065 -0.35261983 0.79525809 0.93931242 0.99362966 -0.03419764 0.18923037 -0.25876735 0.75199785 0.99362966 0.88624455 -0.19832967 0.22956858 -0.38087726 -0.04546920 -0.03419764 -0.19832967 0.50161560 -0.33009979 0.17857145 0.14958065 0.18923037 0.22956858 -0.33009979 0.45678387 -0.19575148 -0.35261983 -0.25876735 -0.38087726 0.17857145 -0.19575148 0.71639623 *** 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) = -0.2830817468 Kirchhoff stress -0.81667E-01 0.36316E-01 -0.74520E-01 0.36316E-01 -0.21967E-01 0.11464E+00 -0.74520E-01 0.11464E+00 -0.27550E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.79359938 0.77843635 0.75872294 -0.00335116 0.19356731 -0.40258071 0.77843635 0.84199123 1.01137900 -0.02692801 0.20052558 -0.28909469 0.75872294 1.01137900 0.93825967 -0.24673716 0.29704199 -0.43339479 -0.00335116 -0.02692801 -0.24673716 0.48741386 -0.37410119 0.18836412 0.19356731 0.20052558 0.29704199 -0.37410119 0.46665553 -0.24427709 -0.40258071 -0.28909469 -0.43339479 0.18836412 -0.24427709 0.74267307 *** 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) = -0.2775062312 Kirchhoff stress -0.10905E+00 0.41845E-01 -0.89782E-01 0.41845E-01 -0.26583E-01 0.13688E+00 -0.89782E-01 0.13688E+00 -0.39732E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.97830690 0.78289847 0.77669519 0.04969438 0.24046429 -0.46215757 0.78289847 0.81178828 1.00044967 -0.05723487 0.22296212 -0.38608657 0.77669519 1.00044967 0.92049692 -0.31234303 0.36559360 -0.57706042 0.04969438 -0.05723487 -0.31234303 0.49399463 -0.42773913 0.20864333 0.24046429 0.22296212 0.36559360 -0.42773913 0.48628650 -0.31090936 -0.46215757 -0.38608657 -0.57706042 0.20864333 -0.31090936 0.73992290 *** 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) = -0.2706582924 Kirchhoff stress -0.14291E+00 0.45336E-01 -0.10685E+00 0.45336E-01 -0.34238E-01 0.15907E+00 -0.10685E+00 0.15907E+00 -0.56358E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.20699199 0.77871319 0.78550341 0.13397908 0.27925926 -0.51436365 0.77871319 0.57847046 0.90936181 -0.03293408 0.27529836 -0.58629340 0.78550341 0.90936181 0.89874255 -0.34367661 0.45711991 -0.74630915 0.13397908 -0.03293408 -0.34367661 0.49458396 -0.47353248 0.25864980 0.27925926 0.27529836 0.45711991 -0.47353248 0.49892588 -0.34386736 -0.51436365 -0.58629340 -0.74630915 0.25864980 -0.34386736 0.65925457 *** 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) = -0.2624640077 Kirchhoff stress -0.18080E+00 0.46315E-01 -0.12598E+00 0.46315E-01 -0.43373E-01 0.18244E+00 -0.12598E+00 0.18244E+00 -0.76960E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.45268747 0.81913300 0.82224053 0.23019023 0.33817777 -0.55265130 0.81913300 0.72417492 1.01437233 -0.09055030 0.27520901 -0.53852012 0.82224053 1.01437233 0.99789692 -0.42875590 0.53787224 -0.79130458 0.23019023 -0.09055030 -0.42875590 0.54045800 -0.50567707 0.25597698 0.33817777 0.27520901 0.53787224 -0.50567707 0.54055880 -0.43123966 -0.55265130 -0.53852012 -0.79130458 0.25597698 -0.43123966 0.77519490 *** 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) = -0.2527992822 Kirchhoff stress -0.22215E+00 0.44710E-01 -0.14735E+00 0.44710E-01 -0.55391E-01 0.20675E+00 -0.14735E+00 0.20675E+00 -0.10206E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.67198388 0.86221320 0.85538674 0.34367058 0.38296370 -0.59042212 0.86221320 0.69824290 1.01932832 -0.11001613 0.30220026 -0.62615104 0.85538674 1.01932832 1.09034433 -0.49293309 0.63434891 -0.90603546 0.34367058 -0.11001613 -0.49293309 0.58992757 -0.53742173 0.27998912 0.38296370 0.30220026 0.63434891 -0.53742173 0.57934076 -0.49814723 -0.59042212 -0.62615104 -0.90603546 0.27998912 -0.49814723 0.79104944 *** 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) = -0.2416246547 Kirchhoff stress -0.26597E+00 0.40280E-01 -0.17052E+00 0.40280E-01 -0.71055E-01 0.23140E+00 -0.17052E+00 0.23140E+00 -0.13206E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.88825534 0.91818964 0.89147883 0.48569996 0.44032979 -0.63205669 0.91818964 0.68845499 1.03751374 -0.09270282 0.35030209 -0.69933749 0.89147883 1.03751374 1.19399411 -0.54741265 0.75567718 -1.02828553 0.48569996 -0.09270282 -0.54741265 0.65349361 -0.57341283 0.32494376 0.44032979 0.35030209 0.75567718 -0.57341283 0.62233645 -0.55616368 -0.63205669 -0.69933749 -1.02828553 0.32494376 -0.55616368 0.82101571 *** 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) = -0.2289331756 Kirchhoff stress -0.31147E+00 0.33356E-01 -0.19565E+00 0.33356E-01 -0.90991E-01 0.25655E+00 -0.19565E+00 0.25655E+00 -0.16787E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.10066739 1.00911690 0.96810097 0.62162151 0.50160021 -0.67236989 1.00911690 0.68393249 1.08107681 -0.08026446 0.39012485 -0.78521687 0.96810097 1.08107681 1.40074225 -0.61882881 0.92044731 -1.16890368 0.62162151 -0.08026446 -0.61882881 0.75334564 -0.60818584 0.36121308 0.50160021 0.39012485 0.92044731 -0.60818584 0.70734914 -0.63162391 -0.67236989 -0.78521687 -1.16890368 0.36121308 -0.63162391 0.87667884 *** 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) = -0.2147530461 Kirchhoff stress -0.35682E+00 0.23863E-01 -0.22148E+00 0.23863E-01 -0.11516E+00 0.28256E+00 -0.22148E+00 0.28256E+00 -0.20686E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.21547427 1.08346939 0.97217993 0.78504575 0.52588251 -0.70427415 1.08346939 0.66074943 1.09346962 -0.03206393 0.43005008 -0.84707283 0.97217993 1.09346962 1.46505449 -0.67130165 1.00014663 -1.29570028 0.78504575 -0.03206393 -0.67130165 0.83716013 -0.63523180 0.39704642 0.52588251 0.43005008 1.00014663 -0.63523180 0.71953219 -0.68891416 -0.70427415 -0.84707283 -1.29570028 0.39704642 -0.68891416 0.90014164 *** 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) = -0.1991226533 Kirchhoff stress -0.40186E+00 0.12077E-01 -0.24989E+00 0.12077E-01 -0.14387E+00 0.30898E+00 -0.24989E+00 0.30898E+00 -0.25342E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.36144240 1.19231117 1.02431982 0.93472409 0.57911132 -0.73112273 1.19231117 0.67462009 1.12853669 0.01903961 0.47247371 -0.90114415 1.02431982 1.12853669 1.60878247 -0.73590315 1.15590490 -1.44220676 0.93472409 0.01903961 -0.73590315 0.95717683 -0.65803372 0.43564169 0.57911132 0.47247371 1.15590490 -0.65803372 0.78241199 -0.75841467 -0.73112273 -0.90114415 -1.44220676 0.43564169 -0.75841467 0.94695217 *** 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) = -0.1820966273 Kirchhoff stress -0.44466E+00 -0.14783E-02 -0.28007E+00 -0.14783E-02 -0.17707E+00 0.33645E+00 -0.28007E+00 0.33645E+00 -0.30626E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.11890413 1.15345475 0.83144451 1.13775593 0.48277579 -0.67277475 1.15345475 0.58649646 1.04061800 0.09633345 0.48682429 -0.90693212 0.83144451 1.04061800 1.69019196 -0.78836704 1.21299036 -1.51735602 1.13775593 0.09633345 -0.78836704 1.08418512 -0.64904376 0.47412869 0.48277579 0.48682429 1.21299036 -0.64904376 0.75997406 -0.79689398 -0.67277475 -0.90693212 -1.51735602 0.47412869 -0.79689398 0.98775409 *** 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) = -0.1637809250 Kirchhoff stress -0.48879E+00 -0.17127E-01 -0.31194E+00 -0.17127E-01 -0.21881E+00 0.36583E+00 -0.31194E+00 0.36583E+00 -0.36920E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.34041795 1.31567648 1.00442668 1.23584501 0.65861726 -0.73329087 1.31567648 0.66180865 1.11859243 0.19317324 0.54341920 -0.95284505 1.00442668 1.11859243 2.03094477 -0.87626323 1.45590431 -1.68953775 1.23584501 0.19317324 -0.87626323 1.23824277 -0.70430027 0.52687362 0.65861726 0.54341920 1.45590431 -0.70430027 0.92429190 -0.88821266 -0.73329087 -0.95284505 -1.68953775 0.52687362 -0.88821266 1.05985090 *** 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) = -0.1442736732 Kirchhoff stress -0.52303E+00 -0.32599E-01 -0.34503E+00 -0.32599E-01 -0.26228E+00 0.39524E+00 -0.34503E+00 0.39524E+00 -0.43512E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.94238697 1.54631053 1.16282316 1.22998812 0.57345731 -0.86079564 1.54631053 0.87008208 1.28519978 0.31073583 0.59687168 -1.04075289 1.16282316 1.28519978 2.46844471 -0.95870837 1.64835381 -1.91117037 1.22998812 0.31073583 -0.95870837 1.34262212 -0.77792322 0.54649458 0.57345731 0.59687168 1.64835381 -0.77792322 0.95076224 -0.99725951 -0.86079564 -1.04075289 -1.91117037 0.54649458 -0.99725951 1.13044606 *** 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) = -0.1237448358 Kirchhoff stress -0.55254E+00 -0.47228E-01 -0.38002E+00 -0.47228E-01 -0.30720E+00 0.42580E+00 -0.38002E+00 0.42580E+00 -0.50859E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.38695523 1.70563286 1.26749427 1.49434819 0.77988817 -0.83017921 1.70563286 0.95758133 1.32859616 0.46235000 0.64310728 -1.05297250 1.26749427 1.32859616 2.81036434 -1.01024128 1.83472022 -2.05405237 1.49434819 0.46235000 -1.01024128 1.51533024 -0.74686596 0.58877634 0.77988817 0.64310728 1.83472022 -0.74686596 1.06890712 -1.05356740 -0.83017921 -1.05297250 -2.05405237 0.58877634 -1.05356740 1.18212083 *** 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) = -0.1022884572 Kirchhoff stress -0.57456E+00 -0.62144E-01 -0.41650E+00 -0.62144E-01 -0.35433E+00 0.45688E+00 -0.41650E+00 0.45688E+00 -0.58910E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.21232569 1.81855583 1.31892025 1.55827518 0.82230026 -0.84907980 1.81855583 1.08950529 1.37913265 0.62066473 0.67419961 -1.08425891 1.31892025 1.37913265 3.17708146 -1.07160853 2.03159229 -2.24154948 1.55827518 0.62066473 -1.07160853 1.64125229 -0.76641161 0.61656129 0.82230026 0.67419961 2.03159229 -0.76641161 1.13374433 -1.11897011 -0.84907980 -1.08425891 -2.24154948 0.61656129 -1.11897011 1.23992295 *** 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) = -0.8003100385E-01 Kirchhoff stress -0.59141E+00 -0.73893E-01 -0.45472E+00 -0.73893E-01 -0.40326E+00 0.48885E+00 -0.45472E+00 0.48885E+00 -0.67770E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.08098873 1.93616670 1.39978170 1.60758180 0.87769882 -0.86068474 1.93616670 1.24702767 1.44944564 0.79422919 0.71516774 -1.10419315 1.39978170 1.44944564 3.65159826 -1.14362445 2.26995540 -2.44059405 1.60758180 0.79422919 -1.14362445 1.77314703 -0.77998465 0.65475722 0.87769882 0.71516774 2.26995540 -0.77998465 1.22898327 -1.19442294 -0.86068474 -1.10419315 -2.44059405 0.65475722 -1.19442294 1.31660113 *** 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) = -0.5707058675E-01 Kirchhoff stress -0.60090E+00 -0.83220E-01 -0.49399E+00 -0.83220E-01 -0.45288E+00 0.52078E+00 -0.49399E+00 0.52078E+00 -0.77399E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.88823576 1.98013016 1.45473931 1.61872130 0.92553206 -0.85312076 1.98013016 0.90774469 1.43806513 0.84028260 0.68695474 -1.25293317 1.45473931 1.43806513 4.09507181 -1.19851348 2.44800769 -2.59792462 1.61872130 0.84028260 -1.19851348 1.83179346 -0.77559662 0.62470535 0.92553206 0.68695474 2.44800769 -0.77559662 1.29862009 -1.25183319 -0.85312076 -1.25293317 -2.59792462 0.62470535 -1.25183319 1.31115495 *** 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) = -0.3356673240E-01 Kirchhoff stress -0.60308E+00 -0.89217E-01 -0.53403E+00 -0.89217E-01 -0.50150E+00 0.55251E+00 -0.53403E+00 0.55251E+00 -0.87817E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.65590412 2.07111776 1.51132412 1.61590761 0.96646471 -0.83123679 2.07111776 1.66299413 1.53526697 1.16423886 0.75077115 -1.07425406 1.51132412 1.53526697 4.60032848 -1.22983564 2.67228917 -2.76414336 1.61590761 1.16423886 -1.22983564 1.93757900 -0.75795621 0.68762025 0.96646471 0.75077115 2.67228917 -0.75795621 1.36995531 -1.28472147 -0.83123679 -1.07425406 -2.76414336 0.68762025 -1.28472147 1.41376882 *** 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) = -0.9566890939E-02 Kirchhoff stress -0.59825E+00 -0.91108E-01 -0.57483E+00 -0.91108E-01 -0.54624E+00 0.58455E+00 -0.57483E+00 0.58455E+00 -0.99083E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.40862751 2.10615778 1.59209395 1.56712156 1.01312770 -0.81423691 2.10615778 1.89264006 1.59918674 1.33021464 0.77427056 -1.06086901 1.59209395 1.59918674 5.25346884 -1.29493682 2.92142726 -2.96770282 1.56712156 1.33021464 -1.29493682 1.98675264 -0.74604736 0.71096626 1.01312770 0.77427056 2.92142726 -0.74604736 1.46500084 -1.35043669 -0.81423691 -1.06086901 -2.96770282 0.71096626 -1.35043669 1.48196025 *** 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) = 0.1486661896E-01 Kirchhoff stress -0.58681E+00 -0.89045E-01 -0.61559E+00 -0.89045E-01 -0.58681E+00 0.61559E+00 -0.61559E+00 0.61559E+00 -0.11117E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.13206473 2.09411123 1.62676744 1.48967221 1.02436403 -0.77649576 2.09411123 2.13206473 1.62676744 1.48967221 0.77649576 -1.02436403 1.62676744 1.62676744 5.83311575 -1.31669481 3.11308626 -3.11308626 1.48967221 1.48967221 -1.31669481 1.98871995 -0.71417312 0.71417312 1.02436403 0.77649576 3.11308626 -0.71417312 1.51381509 -1.37169001 -0.77649576 -1.02436403 -3.11308626 0.71417312 -1.37169001 1.51381509 *** 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) = 0.3966147918E-01 Kirchhoff stress -0.56901E+00 -0.83170E-01 -0.65549E+00 -0.83170E-01 -0.62150E+00 0.64503E+00 -0.65549E+00 0.64503E+00 -0.12401E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.85834905 2.05362341 1.66804300 1.39973490 1.04542546 -0.73541487 2.05362341 2.37331969 1.65967600 1.63556517 0.78185842 -0.99476839 1.66804300 1.65967600 6.49111305 -1.33372954 3.33205789 -3.28318415 1.39973490 1.63556517 -1.33372954 1.96170336 -0.67945883 0.72157550 1.04542546 0.78185842 3.33205789 -0.67945883 1.56867608 -1.38718398 -0.73541487 -0.99476839 -3.28318415 0.72157550 -1.38718398 1.55098918 *** 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) = 0.6476707418E-01 Kirchhoff stress -0.54585E+00 -0.73691E-01 -0.69421E+00 -0.73691E-01 -0.64982E+00 0.67172E+00 -0.69421E+00 0.67172E+00 -0.13781E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.57274272 1.98446802 1.71756732 1.28033893 1.05569016 -0.69991044 1.98446802 2.63111455 1.73067059 1.73984728 0.79397350 -0.94711895 1.71756732 1.73067059 7.38461049 -1.36713634 3.59332003 -3.45597280 1.28033893 1.73984728 -1.36713634 1.90546148 -0.65045222 0.73674370 1.05569016 0.79397350 3.59332003 -0.65045222 1.63137728 -1.41805160 -0.69991044 -0.94711895 -3.45597280 0.73674370 -1.41805160 1.62703824 *** 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) = 0.9015590916E-01 Kirchhoff stress -0.51790E+00 -0.60894E-01 -0.73059E+00 -0.60894E-01 -0.66956E+00 0.69730E+00 -0.73059E+00 0.69730E+00 -0.15218E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.32296369 1.87767895 1.71748102 1.15980968 1.03625278 -0.63220521 1.87767895 2.84558808 1.71550073 1.81925560 0.77988022 -0.88713903 1.71748102 1.71550073 7.99533294 -1.34590682 3.74176379 -3.58242213 1.15980968 1.81925560 -1.34590682 1.81061936 -0.58937874 0.72645548 1.03625278 0.77988022 3.74176379 -0.58937874 1.64328440 -1.39349276 -0.63220521 -0.88713903 -3.58242213 0.72645548 -1.39349276 1.61661258 *** 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) = 0.1158072368 Kirchhoff stress -0.48590E+00 -0.45706E-01 -0.76341E+00 -0.45706E-01 -0.68045E+00 0.71976E+00 -0.76341E+00 0.71976E+00 -0.16714E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07225509 1.74870684 1.71279047 1.03194391 1.00794989 -0.57411199 1.74870684 3.01825454 1.70796649 1.86133974 0.77603807 -0.80088108 1.71279047 1.70796649 8.77181161 -1.33326358 3.92307341 -3.70526289 1.03194391 1.86133974 -1.33326358 1.69287221 -0.53792474 0.72737634 1.00794989 0.77603807 3.92307341 -0.53792474 1.64997251 -1.37663228 -0.57411199 -0.80088108 -3.70526289 0.72737634 -1.37663228 1.61482784 *** 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) = 0.1416900875 Kirchhoff stress -0.44910E+00 -0.28640E-01 -0.79205E+00 -0.28640E-01 -0.68163E+00 0.73856E+00 -0.79205E+00 0.73856E+00 -0.18255E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.28096302 1.55480326 1.57221666 0.77537723 1.10111942 -0.45120172 1.55480326 3.19453517 1.65206395 1.87279049 0.74326703 -0.71213917 1.57221666 1.65206395 9.20042835 -1.25960586 3.92894546 -3.66914636 0.77537723 1.87279049 -1.25960586 1.50896138 -0.42120512 0.69990918 1.10111942 0.74326703 3.92894546 -0.42120512 1.51947250 -1.29826926 -0.45120172 -0.71213917 -3.66914636 0.69990918 -1.29826926 1.56533411 *** 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) = 0.1677264263 Kirchhoff stress -0.41063E+00 -0.94961E-02 -0.81583E+00 -0.94961E-02 -0.67468E+00 0.75415E+00 -0.81583E+00 0.75415E+00 -0.19852E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.59580571 1.44511793 1.64739576 0.77303952 0.92136683 -0.46027058 1.44511793 3.35134417 1.70968458 1.86415621 0.74142666 -0.65431355 1.64739576 1.70968458 10.47663289 -1.28450641 4.24805917 -3.93953408 0.77303952 1.86415621 -1.28450641 1.40853694 -0.43602725 0.70385545 0.92136683 0.74142666 4.24805917 -0.43602725 1.60396549 -1.31809494 -0.46027058 -0.65431355 -3.93953408 0.70385545 -1.31809494 1.63061932 *** 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) = 0.1939067921 Kirchhoff stress -0.36893E+00 0.79270E-02 -0.83306E+00 0.79270E-02 -0.65642E+00 0.76584E+00 -0.83306E+00 0.76584E+00 -0.21483E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.37757753 1.27125085 1.61669025 0.66162377 0.83014026 -0.40670877 1.27125085 3.44901476 1.67347857 1.79302925 0.71327601 -0.55737584 1.61669025 1.67347857 11.43823579 -1.22112614 4.25975084 -4.01655753 0.66162377 1.79302925 -1.22112614 1.24258942 -0.38776848 0.68173902 0.83014026 0.71327601 4.25975084 -0.38776848 1.58161036 -1.24913957 -0.40670877 -0.55737584 -4.01655753 0.68173902 -1.24913957 1.60298874 *** 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) = 0.2201699400 Kirchhoff stress -0.32571E+00 0.25649E-01 -0.84397E+00 0.25649E-01 -0.62914E+00 0.77360E+00 -0.84397E+00 0.77360E+00 -0.23144E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.09455737 1.04709849 1.38699768 0.59677487 0.83136934 -0.30506470 1.04709849 3.42039801 1.61477973 1.76708010 0.66734089 -0.41837193 1.38699768 1.61477973 11.83955370 -1.18909382 4.65483479 -3.98482465 0.59677487 1.76708010 -1.18909382 1.02541201 -0.29081589 0.64194258 0.83136934 0.66734089 4.65483479 -0.29081589 1.35939336 -1.21154632 -0.30506470 -0.41837193 -3.98482465 0.64194258 -1.21154632 1.55409520 *** 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) = 0.2464392247 Kirchhoff stress -0.28257E+00 0.41116E-01 -0.84591E+00 0.41116E-01 -0.59306E+00 0.77620E+00 -0.84591E+00 0.77620E+00 -0.24806E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.01817528 0.89495790 1.34183857 0.47066246 0.70744799 -0.29936321 0.89495790 3.30860128 1.47677660 1.67964367 0.66044776 -0.46215130 1.34183857 1.47677660 12.89030802 -1.10653012 4.52868560 -4.12651820 0.47066246 1.67964367 -1.10653012 0.87932001 -0.28919418 0.64101516 0.70744799 0.66044776 4.52868560 -0.28919418 1.32105763 -1.12351359 -0.29936321 -0.46215130 -4.12651820 0.64101516 -1.12351359 1.42698311 *** 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) = 0.2726465620 Kirchhoff stress -0.24095E+00 0.55075E-01 -0.84238E+00 0.55075E-01 -0.54922E+00 0.77478E+00 -0.84238E+00 0.77478E+00 -0.26472E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.10723530 0.77126362 1.31619981 0.35090935 0.57470284 -0.26064008 0.77126362 3.58077437 1.49680131 1.40461878 0.55488737 -0.19134535 1.31619981 1.49680131 14.02063309 -1.05928508 4.33279996 -4.06516030 0.35090935 1.40461878 -1.05928508 0.76079072 -0.25392358 0.54117078 0.57470284 0.55488737 4.33279996 -0.25392358 1.30146093 -1.07114700 -0.26064008 -0.19134535 -4.06516030 0.54117078 -1.07114700 1.45870629 *** 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) = 0.2987229858 Kirchhoff stress -0.20031E+00 0.66742E-01 -0.83152E+00 0.66742E-01 -0.50016E+00 0.76781E+00 -0.83152E+00 0.76781E+00 -0.28118E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.22751215 0.59084971 1.16967716 0.28391711 0.51005322 -0.23249693 0.59084971 3.28265198 1.37621822 1.31899940 0.51714715 -0.16044500 1.16967716 1.37621822 14.84687148 -0.98891225 4.33481991 -4.04524518 0.28391711 1.31899940 -0.98891225 0.58472886 -0.22862979 0.50877006 0.51005322 0.51714715 4.33481991 -0.22862979 1.16042629 -0.99609992 -0.23249693 -0.16044500 -4.04524518 0.50877006 -0.99609992 1.35084277 *** 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) = 0.3245769122 Kirchhoff stress -0.16109E+00 0.74437E-01 -0.81257E+00 0.74437E-01 -0.44609E+00 0.75570E+00 -0.81257E+00 0.75570E+00 -0.29755E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.33176641 0.44886480 1.05247648 0.22610630 0.43069269 -0.20158867 0.44886480 3.15625584 1.25836199 1.17570311 0.44535165 -0.09119690 1.05247648 1.25836199 15.77184397 -0.91828851 4.21370516 -3.96527079 0.22610630 1.17570311 -0.91828851 0.44628128 -0.19999506 0.44170002 0.43069269 0.44535165 4.21370516 -0.19999506 1.04824238 -0.92136949 -0.20158867 -0.09119690 -3.96527079 0.44170002 -0.92136949 1.24622942 *** 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) = 0.3500408410 Kirchhoff stress -0.12196E+00 0.79106E-01 -0.78675E+00 0.79106E-01 -0.38588E+00 0.73741E+00 -0.78675E+00 0.73741E+00 -0.31329E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.91481146 0.28738312 0.86786462 0.04007830 0.18839648 -0.21284137 0.28738312 2.93206359 1.12026768 1.00362229 0.37051899 -0.02847697 0.86786462 1.12026768 16.57747828 -0.84606491 4.07511850 -3.88225625 0.04007830 1.00362229 -0.84606491 0.28760962 -0.21297655 0.37084305 0.18839648 0.37051899 4.07511850 -0.21297655 0.86827320 -0.84579680 -0.21284137 -0.02847697 -3.88225625 0.37084305 -0.84579680 1.12146115 *** 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) = 0.3749314693 Kirchhoff stress -0.85118E-01 0.80275E-01 -0.75369E+00 0.80275E-01 -0.32355E+00 0.71246E+00 -0.75369E+00 0.71246E+00 -0.32854E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.46064481 0.20924955 0.78520756 0.13085722 0.28535591 -0.14659393 0.20924955 2.68946718 0.97612959 0.85260053 0.31278944 0.02272718 0.78520756 0.97612959 17.42953065 -0.75069477 3.93030968 -3.75695816 0.13085722 0.85260053 -0.75069477 0.21171419 -0.14801088 0.31630375 0.28535591 0.31278944 3.93030968 -0.14801088 0.79016317 -0.74785560 -0.14659393 0.02272718 -3.75695816 0.31630375 -0.74785560 0.99058722 *** 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) = 0.3990697809 Kirchhoff stress -0.50922E-01 0.77720E-01 -0.71361E+00 0.77720E-01 -0.26097E+00 0.68019E+00 -0.71361E+00 0.68019E+00 -0.34307E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.53398929 0.11587076 0.63721252 0.10686642 0.21689599 -0.11686395 0.11587076 2.40443412 0.80018716 0.70106155 0.24542664 0.07227023 0.63721252 0.80018716 17.86605438 -0.64756951 3.65530083 -3.51492301 0.10686642 0.70106155 -0.64756951 0.12007784 -0.11918473 0.25130000 0.21689599 0.24542664 3.65530083 -0.11918473 0.64674941 -0.64296800 -0.11686395 0.07227023 -3.51492301 0.25130000 -0.64296800 0.82744456 *** 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) = 0.4221929457 Kirchhoff stress -0.18812E-01 0.72017E-01 -0.66611E+00 0.72017E-01 -0.19949E+00 0.64032E+00 -0.66611E+00 0.64032E+00 -0.35668E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.71191294 0.03047715 0.42317086 0.12160855 0.05437898 -0.06319632 0.03047715 2.14907876 0.64830628 0.56838801 0.17847582 0.08041495 0.42317086 0.64830628 18.60246196 -0.53343996 3.36320739 -3.30834608 0.12160855 0.56838801 -0.53343996 0.03604218 -0.06613212 0.18592448 0.05437898 0.17847582 3.36320739 -0.06613212 0.43754374 -0.52783152 -0.06319632 0.08041495 -3.30834608 0.18592448 -0.52783152 0.68767963 *** 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) = 0.4439752110 Kirchhoff stress 0.11765E-01 0.63376E-01 -0.61149E+00 0.63376E-01 -0.14129E+00 0.59261E+00 -0.61149E+00 0.59261E+00 -0.36937E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.56653477 -0.04732409 0.37614964 0.05744169 0.13443925 -0.08121577 -0.04732409 1.33080228 0.44968847 0.31079619 0.09420658 -0.07434124 0.37614964 0.44968847 19.34097292 -0.47475453 3.15329747 -3.09753605 0.05744169 0.31079619 -0.47475453 -0.04067703 -0.08454445 0.10246867 0.13443925 0.09420658 3.15329747 -0.08454445 0.39581314 -0.46886983 -0.08121577 -0.07434124 -3.09753605 0.10246867 -0.46886983 0.50000909 *** 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) = 0.4641045604 Kirchhoff stress 0.38746E-01 0.52920E-01 -0.55130E+00 0.52920E-01 -0.89317E-01 0.53775E+00 -0.55130E+00 0.53775E+00 -0.38106E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.54533795 -0.05633600 0.26740059 0.04507688 0.08921318 -0.05030654 -0.05633600 1.56886019 0.34483600 0.32833251 0.08788978 0.07608539 0.26740059 0.34483600 19.92886024 -0.37449140 2.83823805 -2.79530729 0.04507688 0.32833251 -0.37449140 -0.04889132 -0.05382336 0.09621730 0.08921318 0.08788978 2.83823805 -0.05382336 0.29274497 -0.36895558 -0.05030654 0.07608539 -2.79530729 0.09621730 -0.36895558 0.40432853 *** 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) = 0.4823294708 Kirchhoff stress 0.62847E-01 0.42087E-01 -0.48502E+00 0.42087E-01 -0.39279E-01 0.47621E+00 -0.48502E+00 0.47621E+00 -0.39152E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.53614103 -0.08463297 0.15955270 0.03844215 0.05483274 -0.03164347 -0.08463297 1.31336715 0.22282171 0.24466772 0.05736290 0.07795826 0.15955270 0.22282171 20.44792861 -0.28297384 2.49428627 -2.46810801 0.03844215 0.24466772 -0.28297384 -0.07654131 -0.03518553 0.06521694 0.05483274 0.05736290 2.49428627 -0.03518553 0.19102998 -0.27818868 -0.03164347 0.07795826 -2.46810801 0.06521694 -0.27818868 0.28995913 *** 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) = 0.4983695252 Kirchhoff stress 0.83692E-01 0.31100E-01 -0.41332E+00 0.31100E-01 0.48046E-02 0.40802E+00 -0.41332E+00 0.40802E+00 -0.40060E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.50806240 -0.10498685 0.06071198 0.02502619 0.04320601 -0.01992730 -0.10498685 0.98750546 0.09493021 0.16208699 0.03165299 0.06166914 0.06071198 0.09493021 20.79042486 -0.20333228 2.11467945 -2.10660709 0.02502619 0.16208699 -0.20333228 -0.09638621 -0.02334131 0.03857164 0.04320601 0.03165299 2.11467945 -0.02334131 0.09872669 -0.19957913 -0.01992730 0.06166914 -2.10660709 0.03857164 -0.19957913 0.16769542 *** 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) = 0.5119401621 Kirchhoff stress 0.10072E+00 0.20743E-01 -0.33687E+00 0.20743E-01 0.42178E-01 0.33410E+00 -0.33687E+00 0.33410E+00 -0.40822E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.43443547 -0.12141388 -0.01962881 0.01557170 0.01574767 -0.00924115 -0.12141388 0.76810461 0.00288653 0.11040539 0.01483753 0.04534060 -0.01962881 0.00288653 21.18429823 -0.13132327 1.72241880 -1.71860178 0.01557170 0.11040539 -0.13132327 -0.11242617 -0.01235991 0.02049302 0.01574767 0.01483753 1.72241880 -0.01235991 0.02517723 -0.12872678 -0.00924115 0.04534060 -1.71860178 0.02049302 -0.12872678 0.07908185 *** 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) = 0.5227838126 Kirchhoff stress 0.11336E+00 0.11759E-01 -0.25658E+00 0.11759E-01 0.71800E-01 0.25447E+00 -0.25658E+00 0.25447E+00 -0.41444E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.42371059 -0.13062610 -0.08630893 0.00265770 0.00722039 -0.00170242 -0.13062610 0.51957799 -0.06002376 0.06002906 0.01016131 0.04629142 -0.08630893 -0.06002376 21.54552374 -0.07306343 1.31898134 -1.27446246 0.00265770 0.06002906 -0.07306343 -0.12137628 -0.00436258 0.01435767 0.00722039 0.01016131 1.31898134 -0.00436258 -0.03471281 -0.07157314 -0.00170242 0.04629142 -1.27446246 0.01435767 -0.07157314 0.01718742 *** 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) = 0.5306816066 Kirchhoff stress 0.12135E+00 0.49541E-02 -0.17301E+00 0.49541E-02 0.94983E-01 0.17207E+00 -0.17301E+00 0.17207E+00 -0.41880E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.29400573 -0.12986577 -0.13159086 0.00518081 -0.00526135 -0.00425664 -0.12986577 0.30748980 -0.12543157 0.03654813 0.00003319 0.02030954 -0.13159086 -0.12543157 21.71048495 -0.02741437 0.87921008 -0.88271937 0.00518081 0.03654813 -0.02741437 -0.12042103 -0.00623882 0.00273699 -0.00526135 0.00003319 0.87921008 -0.00623882 -0.07333577 -0.02681531 -0.00425664 0.02030954 -0.88271937 0.00273699 -0.02681531 -0.04902172 *** 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) = 0.5354946291 Kirchhoff stress 0.12395E+00 0.72950E-03 -0.87305E-01 0.72950E-03 0.11136E+00 0.87056E-01 -0.87305E-01 0.87056E-01 -0.42145E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.17895565 -0.13156343 -0.16101965 0.00002697 -0.01154406 -0.01219871 -0.13156343 0.10308318 -0.16176764 0.01427699 -0.00779555 -0.00197512 -0.16101965 -0.16176764 21.84585197 -0.00101490 0.43641960 -0.45440666 0.00002697 0.01427699 -0.00101490 -0.12199262 -0.01328761 -0.00652071 -0.01154406 -0.00779555 0.43641960 -0.01328761 -0.09662474 -0.00098003 -0.01219871 -0.00197512 -0.45440666 -0.00652071 -0.00098003 -0.08787788 *** 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) = 0.5371189715 Kirchhoff stress 0.11997E+00 0.38673E-15 0.39672E-14 0.39149E-15 0.11997E+00 -0.29228E-13 0.35527E-14 -0.28422E-13 -0.42242E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.01206954 -0.10004367 -0.13881484 -0.00000000 0.00000000 -0.00000000 -0.10004367 -0.01206954 -0.13881484 -0.00000000 0.00000000 -0.00000000 -0.13881484 -0.13881484 21.92741633 -0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.09049026 -0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 -0.00000000 -0.06931966 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.00000000 -0.00000000 -0.06931966 *** 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) = 0.5354946291 Kirchhoff stress 0.11136E+00 0.72950E-03 0.87056E-01 0.72950E-03 0.12395E+00 -0.87305E-01 0.87056E-01 -0.87305E-01 -0.42145E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.10308318 -0.13156343 -0.16176764 0.01427699 -0.00197512 -0.00779555 -0.13156343 -0.17895565 -0.16101965 0.00002697 -0.01219871 -0.01154406 -0.16176764 -0.16101965 21.84585197 -0.00101490 -0.45440666 0.43641960 0.01427699 0.00002697 -0.00101490 -0.12199262 -0.00652071 -0.01328761 -0.00197512 -0.01219871 -0.45440666 -0.00652071 -0.08787788 -0.00098003 -0.00779555 -0.01154406 0.43641960 -0.01328761 -0.00098003 -0.09662474 *** 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) = 0.5306816066 Kirchhoff stress 0.94983E-01 0.49541E-02 0.17207E+00 0.49541E-02 0.12135E+00 -0.17301E+00 0.17207E+00 -0.17301E+00 -0.41880E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.30748980 -0.12986577 -0.12543157 0.03654813 0.02030954 0.00003319 -0.12986577 -0.29400573 -0.13159086 0.00518081 -0.00425664 -0.00526135 -0.12543157 -0.13159086 21.71048495 -0.02741437 -0.88271937 0.87921008 0.03654813 0.00518081 -0.02741437 -0.12042103 0.00273699 -0.00623882 0.02030954 -0.00425664 -0.88271937 0.00273699 -0.04902172 -0.02681531 0.00003319 -0.00526135 0.87921008 -0.00623882 -0.02681531 -0.07333577 *** 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) = 0.5227838126 Kirchhoff stress 0.71800E-01 0.11759E-01 0.25447E+00 0.11759E-01 0.11336E+00 -0.25658E+00 0.25447E+00 -0.25658E+00 -0.41444E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.51957799 -0.13062610 -0.06002376 0.06002906 0.04629142 0.01016131 -0.13062610 -0.42371059 -0.08630893 0.00265770 -0.00170242 0.00722039 -0.06002376 -0.08630893 21.54552374 -0.07306343 -1.27446246 1.31898134 0.06002906 0.00265770 -0.07306343 -0.12137628 0.01435767 -0.00436258 0.04629142 -0.00170242 -1.27446246 0.01435767 0.01718742 -0.07157314 0.01016131 0.00722039 1.31898134 -0.00436258 -0.07157314 -0.03471281 *** 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) = 0.5119401621 Kirchhoff stress 0.42178E-01 0.20743E-01 0.33410E+00 0.20743E-01 0.10072E+00 -0.33687E+00 0.33410E+00 -0.33687E+00 -0.40822E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.76810461 -0.12141388 0.00288653 0.11040539 0.04534060 0.01483753 -0.12141388 -0.43443547 -0.01962881 0.01557170 -0.00924115 0.01574767 0.00288653 -0.01962881 21.18429823 -0.13132327 -1.71860178 1.72241880 0.11040539 0.01557170 -0.13132327 -0.11242617 0.02049302 -0.01235991 0.04534060 -0.00924115 -1.71860178 0.02049302 0.07908185 -0.12872678 0.01483753 0.01574767 1.72241880 -0.01235991 -0.12872678 0.02517723 *** 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) = 0.4983695252 Kirchhoff stress 0.48046E-02 0.31100E-01 0.40802E+00 0.31100E-01 0.83692E-01 -0.41332E+00 0.40802E+00 -0.41332E+00 -0.40060E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98750546 -0.10498685 0.09493021 0.16208699 0.06166914 0.03165299 -0.10498685 -0.50806240 0.06071198 0.02502619 -0.01992730 0.04320601 0.09493021 0.06071198 20.79042486 -0.20333228 -2.10660709 2.11467945 0.16208699 0.02502619 -0.20333228 -0.09638621 0.03857164 -0.02334131 0.06166914 -0.01992730 -2.10660709 0.03857164 0.16769542 -0.19957913 0.03165299 0.04320601 2.11467945 -0.02334131 -0.19957913 0.09872669 *** 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) = 0.4823294708 Kirchhoff stress -0.39279E-01 0.42087E-01 0.47621E+00 0.42087E-01 0.62847E-01 -0.48502E+00 0.47621E+00 -0.48502E+00 -0.39152E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.31336715 -0.08463297 0.22282171 0.24466772 0.07795826 0.05736290 -0.08463297 -0.53614103 0.15955270 0.03844215 -0.03164347 0.05483274 0.22282171 0.15955270 20.44792861 -0.28297384 -2.46810801 2.49428627 0.24466772 0.03844215 -0.28297384 -0.07654131 0.06521694 -0.03518553 0.07795826 -0.03164347 -2.46810801 0.06521694 0.28995913 -0.27818868 0.05736290 0.05483274 2.49428627 -0.03518553 -0.27818868 0.19102998 *** 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) = 0.4641045604 Kirchhoff stress -0.89317E-01 0.52920E-01 0.53775E+00 0.52920E-01 0.38746E-01 -0.55130E+00 0.53775E+00 -0.55130E+00 -0.38106E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.56886019 -0.05633600 0.34483600 0.32833251 0.07608539 0.08788978 -0.05633600 -0.54533795 0.26740059 0.04507688 -0.05030654 0.08921318 0.34483600 0.26740059 19.92886024 -0.37449140 -2.79530729 2.83823805 0.32833251 0.04507688 -0.37449140 -0.04889132 0.09621730 -0.05382336 0.07608539 -0.05030654 -2.79530729 0.09621730 0.40432853 -0.36895558 0.08788978 0.08921318 2.83823805 -0.05382336 -0.36895558 0.29274497 *** 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) = 0.4439752110 Kirchhoff stress -0.14129E+00 0.63376E-01 0.59261E+00 0.63376E-01 0.11765E-01 -0.61149E+00 0.59261E+00 -0.61149E+00 -0.36937E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.33080228 -0.04732409 0.44968847 0.31079619 -0.07434124 0.09420658 -0.04732409 -0.56653477 0.37614964 0.05744169 -0.08121577 0.13443925 0.44968847 0.37614964 19.34097292 -0.47475453 -3.09753605 3.15329747 0.31079619 0.05744169 -0.47475453 -0.04067703 0.10246867 -0.08454445 -0.07434124 -0.08121577 -3.09753605 0.10246867 0.50000909 -0.46886983 0.09420658 0.13443925 3.15329747 -0.08454445 -0.46886983 0.39581314 *** 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) = 0.4221929457 Kirchhoff stress -0.19949E+00 0.72017E-01 0.64032E+00 0.72017E-01 -0.18812E-01 -0.66611E+00 0.64032E+00 -0.66611E+00 -0.35668E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.14907876 0.03047715 0.64830628 0.56838801 0.08041495 0.17847582 0.03047715 -0.71191294 0.42317086 0.12160855 -0.06319632 0.05437898 0.64830628 0.42317086 18.60246196 -0.53343996 -3.30834608 3.36320739 0.56838801 0.12160855 -0.53343996 0.03604218 0.18592448 -0.06613212 0.08041495 -0.06319632 -3.30834608 0.18592448 0.68767963 -0.52783152 0.17847582 0.05437898 3.36320739 -0.06613212 -0.52783152 0.43754374 *** 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) = 0.3990697809 Kirchhoff stress -0.26097E+00 0.77720E-01 0.68019E+00 0.77720E-01 -0.50922E-01 -0.71361E+00 0.68019E+00 -0.71361E+00 -0.34307E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.40443412 0.11587076 0.80018716 0.70106155 0.07227023 0.24542664 0.11587076 -0.53398929 0.63721252 0.10686642 -0.11686395 0.21689599 0.80018716 0.63721252 17.86605438 -0.64756951 -3.51492301 3.65530083 0.70106155 0.10686642 -0.64756951 0.12007784 0.25130000 -0.11918473 0.07227023 -0.11686395 -3.51492301 0.25130000 0.82744456 -0.64296800 0.24542664 0.21689599 3.65530083 -0.11918473 -0.64296800 0.64674941 *** 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) = 0.3749314693 Kirchhoff stress -0.32355E+00 0.80275E-01 0.71246E+00 0.80275E-01 -0.85118E-01 -0.75369E+00 0.71246E+00 -0.75369E+00 -0.32854E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.68946718 0.20924955 0.97612959 0.85260053 0.02272718 0.31278944 0.20924955 -0.46064481 0.78520756 0.13085722 -0.14659393 0.28535591 0.97612959 0.78520756 17.42953065 -0.75069477 -3.75695816 3.93030968 0.85260053 0.13085722 -0.75069477 0.21171419 0.31630375 -0.14801088 0.02272718 -0.14659393 -3.75695816 0.31630375 0.99058722 -0.74785560 0.31278944 0.28535591 3.93030968 -0.14801088 -0.74785560 0.79016317 *** 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) = 0.3500408410 Kirchhoff stress -0.38588E+00 0.79106E-01 0.73741E+00 0.79106E-01 -0.12196E+00 -0.78675E+00 0.73741E+00 -0.78675E+00 -0.31329E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.93206359 0.28738312 1.12026768 1.00362229 -0.02847697 0.37051899 0.28738312 -0.91481146 0.86786462 0.04007830 -0.21284137 0.18839648 1.12026768 0.86786462 16.57747828 -0.84606491 -3.88225625 4.07511850 1.00362229 0.04007830 -0.84606491 0.28760962 0.37084305 -0.21297655 -0.02847697 -0.21284137 -3.88225625 0.37084305 1.12146115 -0.84579680 0.37051899 0.18839648 4.07511850 -0.21297655 -0.84579680 0.86827320 *** 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) = 0.3245769122 Kirchhoff stress -0.44609E+00 0.74437E-01 0.75570E+00 0.74437E-01 -0.16109E+00 -0.81257E+00 0.75570E+00 -0.81257E+00 -0.29755E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.15625584 0.44886480 1.25836199 1.17570311 -0.09119690 0.44535165 0.44886480 -0.33176641 1.05247648 0.22610630 -0.20158867 0.43069269 1.25836199 1.05247648 15.77184397 -0.91828851 -3.96527079 4.21370516 1.17570311 0.22610630 -0.91828851 0.44628128 0.44170002 -0.19999506 -0.09119690 -0.20158867 -3.96527079 0.44170002 1.24622942 -0.92136949 0.44535165 0.43069269 4.21370516 -0.19999506 -0.92136949 1.04824238 *** 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) = 0.2987229858 Kirchhoff stress -0.50016E+00 0.66742E-01 0.76781E+00 0.66742E-01 -0.20031E+00 -0.83152E+00 0.76781E+00 -0.83152E+00 -0.28118E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.28265198 0.59084971 1.37621822 1.31899940 -0.16044500 0.51714715 0.59084971 -0.22751215 1.16967716 0.28391711 -0.23249693 0.51005322 1.37621822 1.16967716 14.84687148 -0.98891225 -4.04524518 4.33481991 1.31899940 0.28391711 -0.98891225 0.58472886 0.50877006 -0.22862979 -0.16044500 -0.23249693 -4.04524518 0.50877006 1.35084277 -0.99609992 0.51714715 0.51005322 4.33481991 -0.22862979 -0.99609992 1.16042629 *** 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) = 0.2726465620 Kirchhoff stress -0.54922E+00 0.55075E-01 0.77478E+00 0.55075E-01 -0.24095E+00 -0.84238E+00 0.77478E+00 -0.84238E+00 -0.26472E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.58077437 0.77126362 1.49680131 1.40461878 -0.19134535 0.55488737 0.77126362 -0.10723530 1.31619981 0.35090935 -0.26064008 0.57470284 1.49680131 1.31619981 14.02063309 -1.05928508 -4.06516030 4.33279996 1.40461878 0.35090935 -1.05928508 0.76079072 0.54117078 -0.25392358 -0.19134535 -0.26064008 -4.06516030 0.54117078 1.45870629 -1.07114700 0.55488737 0.57470284 4.33279996 -0.25392358 -1.07114700 1.30146093 *** 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) = 0.2464392247 Kirchhoff stress -0.59306E+00 0.41116E-01 0.77620E+00 0.41116E-01 -0.28257E+00 -0.84591E+00 0.77620E+00 -0.84591E+00 -0.24806E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.30860128 0.89495790 1.47677660 1.67964367 -0.46215130 0.66044776 0.89495790 -0.01817528 1.34183857 0.47066246 -0.29936321 0.70744799 1.47677660 1.34183857 12.89030802 -1.10653012 -4.12651820 4.52868560 1.67964367 0.47066246 -1.10653012 0.87932001 0.64101516 -0.28919418 -0.46215130 -0.29936321 -4.12651820 0.64101516 1.42698311 -1.12351359 0.66044776 0.70744799 4.52868560 -0.28919418 -1.12351359 1.32105763 *** 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) = 0.2201699400 Kirchhoff stress -0.62914E+00 0.25649E-01 0.77360E+00 0.25649E-01 -0.32571E+00 -0.84397E+00 0.77360E+00 -0.84397E+00 -0.23144E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.42039801 1.04709849 1.61477973 1.76708010 -0.41837193 0.66734089 1.04709849 0.09455737 1.38699768 0.59677487 -0.30506470 0.83136934 1.61477973 1.38699768 11.83955370 -1.18909382 -3.98482465 4.65483479 1.76708010 0.59677487 -1.18909382 1.02541201 0.64194258 -0.29081589 -0.41837193 -0.30506470 -3.98482465 0.64194258 1.55409520 -1.21154632 0.66734089 0.83136934 4.65483479 -0.29081589 -1.21154632 1.35939336 *** 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) = 0.1939067921 Kirchhoff stress -0.65642E+00 0.79270E-02 0.76584E+00 0.79270E-02 -0.36893E+00 -0.83306E+00 0.76584E+00 -0.83306E+00 -0.21483E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.44901476 1.27125085 1.67347857 1.79302925 -0.55737584 0.71327601 1.27125085 0.37757753 1.61669025 0.66162377 -0.40670877 0.83014026 1.67347857 1.61669025 11.43823579 -1.22112614 -4.01655753 4.25975084 1.79302925 0.66162377 -1.22112614 1.24258942 0.68173902 -0.38776848 -0.55737584 -0.40670877 -4.01655753 0.68173902 1.60298874 -1.24913957 0.71327601 0.83014026 4.25975084 -0.38776848 -1.24913957 1.58161036 *** 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) = 0.1677264263 Kirchhoff stress -0.67468E+00 -0.94961E-02 0.75415E+00 -0.94961E-02 -0.41063E+00 -0.81583E+00 0.75415E+00 -0.81583E+00 -0.19852E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.35134417 1.44511793 1.70968458 1.86415621 -0.65431355 0.74142666 1.44511793 0.59580571 1.64739576 0.77303952 -0.46027058 0.92136683 1.70968458 1.64739576 10.47663289 -1.28450641 -3.93953408 4.24805917 1.86415621 0.77303952 -1.28450641 1.40853694 0.70385545 -0.43602725 -0.65431355 -0.46027058 -3.93953408 0.70385545 1.63061932 -1.31809494 0.74142666 0.92136683 4.24805917 -0.43602725 -1.31809494 1.60396549 *** 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) = 0.1416900875 Kirchhoff stress -0.68163E+00 -0.28640E-01 0.73856E+00 -0.28640E-01 -0.44910E+00 -0.79205E+00 0.73856E+00 -0.79205E+00 -0.18255E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.19453517 1.55480326 1.65206395 1.87279049 -0.71213917 0.74326703 1.55480326 0.28096302 1.57221666 0.77537723 -0.45120172 1.10111942 1.65206395 1.57221666 9.20042835 -1.25960586 -3.66914636 3.92894546 1.87279049 0.77537723 -1.25960586 1.50896138 0.69990918 -0.42120512 -0.71213917 -0.45120172 -3.66914636 0.69990918 1.56533411 -1.29826926 0.74326703 1.10111942 3.92894546 -0.42120512 -1.29826926 1.51947250 *** 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) = 0.1158072368 Kirchhoff stress -0.68045E+00 -0.45706E-01 0.71976E+00 -0.45706E-01 -0.48590E+00 -0.76341E+00 0.71976E+00 -0.76341E+00 -0.16714E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.01825454 1.74870684 1.70796649 1.86133974 -0.80088108 0.77603807 1.74870684 1.07225509 1.71279047 1.03194391 -0.57411199 1.00794989 1.70796649 1.71279047 8.77181161 -1.33326358 -3.70526289 3.92307341 1.86133974 1.03194391 -1.33326358 1.69287221 0.72737634 -0.53792474 -0.80088108 -0.57411199 -3.70526289 0.72737634 1.61482784 -1.37663228 0.77603807 1.00794989 3.92307341 -0.53792474 -1.37663228 1.64997251 *** 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) = 0.9015590916E-01 Kirchhoff stress -0.66956E+00 -0.60894E-01 0.69730E+00 -0.60894E-01 -0.51790E+00 -0.73059E+00 0.69730E+00 -0.73059E+00 -0.15218E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.84558808 1.87767895 1.71550073 1.81925560 -0.88713903 0.77988022 1.87767895 1.32296369 1.71748102 1.15980968 -0.63220521 1.03625278 1.71550073 1.71748102 7.99533294 -1.34590682 -3.58242213 3.74176379 1.81925560 1.15980968 -1.34590682 1.81061936 0.72645548 -0.58937874 -0.88713903 -0.63220521 -3.58242213 0.72645548 1.61661258 -1.39349276 0.77988022 1.03625278 3.74176379 -0.58937874 -1.39349276 1.64328440 *** 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) = 0.6476707418E-01 Kirchhoff stress -0.64982E+00 -0.73691E-01 0.67172E+00 -0.73691E-01 -0.54585E+00 -0.69421E+00 0.67172E+00 -0.69421E+00 -0.13781E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.63111455 1.98446802 1.73067059 1.73984728 -0.94711895 0.79397350 1.98446802 1.57274272 1.71756732 1.28033893 -0.69991044 1.05569016 1.73067059 1.71756732 7.38461049 -1.36713634 -3.45597280 3.59332003 1.73984728 1.28033893 -1.36713634 1.90546148 0.73674370 -0.65045222 -0.94711895 -0.69991044 -3.45597280 0.73674370 1.62703824 -1.41805160 0.79397350 1.05569016 3.59332003 -0.65045222 -1.41805160 1.63137728 *** 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) = 0.3966147918E-01 Kirchhoff stress -0.62150E+00 -0.83170E-01 0.64503E+00 -0.83170E-01 -0.56901E+00 -0.65549E+00 0.64503E+00 -0.65549E+00 -0.12401E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.37331969 2.05362341 1.65967600 1.63556517 -0.99476839 0.78185842 2.05362341 1.85834905 1.66804300 1.39973490 -0.73541487 1.04542546 1.65967600 1.66804300 6.49111305 -1.33372954 -3.28318415 3.33205789 1.63556517 1.39973490 -1.33372954 1.96170336 0.72157550 -0.67945883 -0.99476839 -0.73541487 -3.28318415 0.72157550 1.55098918 -1.38718398 0.78185842 1.04542546 3.33205789 -0.67945883 -1.38718398 1.56867608 *** 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) = 0.1486661896E-01 Kirchhoff stress -0.58681E+00 -0.89045E-01 0.61559E+00 -0.89045E-01 -0.58681E+00 -0.61559E+00 0.61559E+00 -0.61559E+00 -0.11117E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.13206473 2.09411123 1.62676744 1.48967221 -1.02436403 0.77649576 2.09411123 2.13206473 1.62676744 1.48967221 -0.77649576 1.02436403 1.62676744 1.62676744 5.83311575 -1.31669481 -3.11308626 3.11308626 1.48967221 1.48967221 -1.31669481 1.98871995 0.71417312 -0.71417312 -1.02436403 -0.77649576 -3.11308626 0.71417312 1.51381509 -1.37169001 0.77649576 1.02436403 3.11308626 -0.71417312 -1.37169001 1.51381509 *** 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) = -0.9566890939E-02 Kirchhoff stress -0.54624E+00 -0.91108E-01 0.58455E+00 -0.91108E-01 -0.59825E+00 -0.57483E+00 0.58455E+00 -0.57483E+00 -0.99083E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.89264006 2.10615778 1.59918674 1.33021464 -1.06086901 0.77427056 2.10615778 2.40862751 1.59209395 1.56712156 -0.81423691 1.01312770 1.59918674 1.59209395 5.25346884 -1.29493682 -2.96770282 2.92142726 1.33021464 1.56712156 -1.29493682 1.98675264 0.71096626 -0.74604736 -1.06086901 -0.81423691 -2.96770282 0.71096626 1.48196025 -1.35043669 0.77427056 1.01312770 2.92142726 -0.74604736 -1.35043669 1.46500084 *** 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) = -0.3356673240E-01 Kirchhoff stress -0.50150E+00 -0.89217E-01 0.55251E+00 -0.89217E-01 -0.60308E+00 -0.53403E+00 0.55251E+00 -0.53403E+00 -0.87817E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.66299413 2.07111776 1.53526697 1.16423886 -1.07425406 0.75077115 2.07111776 2.65590412 1.51132412 1.61590761 -0.83123679 0.96646471 1.53526697 1.51132412 4.60032848 -1.22983564 -2.76414336 2.67228917 1.16423886 1.61590761 -1.22983564 1.93757900 0.68762025 -0.75795621 -1.07425406 -0.83123679 -2.76414336 0.68762025 1.41376882 -1.28472147 0.75077115 0.96646471 2.67228917 -0.75795621 -1.28472147 1.36995531 *** 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) = -0.5707058675E-01 Kirchhoff stress -0.45288E+00 -0.83220E-01 0.52078E+00 -0.83220E-01 -0.60090E+00 -0.49399E+00 0.52078E+00 -0.49399E+00 -0.77399E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90774469 1.98013016 1.43806513 0.84028260 -1.25293317 0.68695474 1.98013016 2.88823576 1.45473931 1.61872130 -0.85312076 0.92553206 1.43806513 1.45473931 4.09507181 -1.19851348 -2.59792462 2.44800769 0.84028260 1.61872130 -1.19851348 1.83179346 0.62470535 -0.77559662 -1.25293317 -0.85312076 -2.59792462 0.62470535 1.31115495 -1.25183319 0.68695474 0.92553206 2.44800769 -0.77559662 -1.25183319 1.29862009 *** 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) = -0.8003100385E-01 Kirchhoff stress -0.40326E+00 -0.73893E-01 0.48885E+00 -0.73893E-01 -0.59141E+00 -0.45472E+00 0.48885E+00 -0.45472E+00 -0.67770E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.24702767 1.93616670 1.44944564 0.79422919 -1.10419315 0.71516774 1.93616670 3.08098873 1.39978170 1.60758180 -0.86068474 0.87769882 1.44944564 1.39978170 3.65159826 -1.14362445 -2.44059405 2.26995540 0.79422919 1.60758180 -1.14362445 1.77314703 0.65475722 -0.77998465 -1.10419315 -0.86068474 -2.44059405 0.65475722 1.31660113 -1.19442294 0.71516774 0.87769882 2.26995540 -0.77998465 -1.19442294 1.22898327 *** 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) = -0.1022884572 Kirchhoff stress -0.35433E+00 -0.62144E-01 0.45688E+00 -0.62144E-01 -0.57456E+00 -0.41650E+00 0.45688E+00 -0.41650E+00 -0.58910E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08950529 1.81855583 1.37913265 0.62066473 -1.08425891 0.67419961 1.81855583 3.21232569 1.31892025 1.55827518 -0.84907980 0.82230026 1.37913265 1.31892025 3.17708146 -1.07160853 -2.24154948 2.03159229 0.62066473 1.55827518 -1.07160853 1.64125229 0.61656129 -0.76641161 -1.08425891 -0.84907980 -2.24154948 0.61656129 1.23992295 -1.11897011 0.67419961 0.82230026 2.03159229 -0.76641161 -1.11897011 1.13374433 *** 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) = -0.1237448358 Kirchhoff stress -0.30720E+00 -0.47228E-01 0.42580E+00 -0.47228E-01 -0.55254E+00 -0.38002E+00 0.42580E+00 -0.38002E+00 -0.50859E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95758133 1.70563286 1.32859616 0.46235000 -1.05297250 0.64310728 1.70563286 3.38695523 1.26749427 1.49434819 -0.83017921 0.77988817 1.32859616 1.26749427 2.81036434 -1.01024128 -2.05405237 1.83472022 0.46235000 1.49434819 -1.01024128 1.51533024 0.58877634 -0.74686596 -1.05297250 -0.83017921 -2.05405237 0.58877634 1.18212083 -1.05356740 0.64310728 0.77988817 1.83472022 -0.74686596 -1.05356740 1.06890712 *** 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) = -0.1442736732 Kirchhoff stress -0.26228E+00 -0.32599E-01 0.39524E+00 -0.32599E-01 -0.52303E+00 -0.34503E+00 0.39524E+00 -0.34503E+00 -0.43512E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87008208 1.54631053 1.28519978 0.31073583 -1.04075289 0.59687168 1.54631053 2.94238697 1.16282316 1.22998812 -0.86079564 0.57345731 1.28519978 1.16282316 2.46844471 -0.95870837 -1.91117037 1.64835381 0.31073583 1.22998812 -0.95870837 1.34262212 0.54649458 -0.77792322 -1.04075289 -0.86079564 -1.91117037 0.54649458 1.13044606 -0.99725951 0.59687168 0.57345731 1.64835381 -0.77792322 -0.99725951 0.95076224 *** 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) = -0.1637809250 Kirchhoff stress -0.21881E+00 -0.17127E-01 0.36583E+00 -0.17127E-01 -0.48879E+00 -0.31194E+00 0.36583E+00 -0.31194E+00 -0.36920E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.66180865 1.31567648 1.11859243 0.19317324 -0.95284505 0.54341920 1.31567648 3.34041795 1.00442668 1.23584501 -0.73329087 0.65861726 1.11859243 1.00442668 2.03094477 -0.87626323 -1.68953775 1.45590431 0.19317324 1.23584501 -0.87626323 1.23824277 0.52687362 -0.70430027 -0.95284505 -0.73329087 -1.68953775 0.52687362 1.05985090 -0.88821266 0.54341920 0.65861726 1.45590431 -0.70430027 -0.88821266 0.92429190 *** 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) = -0.1820966273 Kirchhoff stress -0.17707E+00 -0.14783E-02 0.33645E+00 -0.14783E-02 -0.44466E+00 -0.28007E+00 0.33645E+00 -0.28007E+00 -0.30626E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.58649646 1.15345475 1.04061800 0.09633345 -0.90693212 0.48682429 1.15345475 3.11890413 0.83144451 1.13775593 -0.67277475 0.48277579 1.04061800 0.83144451 1.69019196 -0.78836704 -1.51735602 1.21299036 0.09633345 1.13775593 -0.78836704 1.08418512 0.47412869 -0.64904376 -0.90693212 -0.67277475 -1.51735602 0.47412869 0.98775409 -0.79689398 0.48682429 0.48277579 1.21299036 -0.64904376 -0.79689398 0.75997406 *** 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) = -0.1991226533 Kirchhoff stress -0.14387E+00 0.12077E-01 0.30898E+00 0.12077E-01 -0.40186E+00 -0.24989E+00 0.30898E+00 -0.24989E+00 -0.25342E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.67462009 1.19231117 1.12853669 0.01903961 -0.90114415 0.47247371 1.19231117 3.36144240 1.02431982 0.93472409 -0.73112273 0.57911132 1.12853669 1.02431982 1.60878247 -0.73590315 -1.44220676 1.15590490 0.01903961 0.93472409 -0.73590315 0.95717683 0.43564169 -0.65803372 -0.90114415 -0.73112273 -1.44220676 0.43564169 0.94695217 -0.75841467 0.47247371 0.57911132 1.15590490 -0.65803372 -0.75841467 0.78241199 *** 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) = -0.2147530461 Kirchhoff stress -0.11516E+00 0.23863E-01 0.28256E+00 0.23863E-01 -0.35682E+00 -0.22148E+00 0.28256E+00 -0.22148E+00 -0.20686E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.66074943 1.08346939 1.09346962 -0.03206393 -0.84707283 0.43005008 1.08346939 3.21547427 0.97217993 0.78504575 -0.70427415 0.52588251 1.09346962 0.97217993 1.46505449 -0.67130165 -1.29570028 1.00014663 -0.03206393 0.78504575 -0.67130165 0.83716013 0.39704642 -0.63523180 -0.84707283 -0.70427415 -1.29570028 0.39704642 0.90014164 -0.68891416 0.43005008 0.52588251 1.00014663 -0.63523180 -0.68891416 0.71953219 *** 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) = -0.2289331756 Kirchhoff stress -0.90991E-01 0.33356E-01 0.25655E+00 0.33356E-01 -0.31147E+00 -0.19565E+00 0.25655E+00 -0.19565E+00 -0.16787E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.68393249 1.00911690 1.08107681 -0.08026446 -0.78521687 0.39012485 1.00911690 3.10066739 0.96810097 0.62162151 -0.67236989 0.50160021 1.08107681 0.96810097 1.40074225 -0.61882881 -1.16890368 0.92044731 -0.08026446 0.62162151 -0.61882881 0.75334564 0.36121308 -0.60818584 -0.78521687 -0.67236989 -1.16890368 0.36121308 0.87667884 -0.63162391 0.39012485 0.50160021 0.92044731 -0.60818584 -0.63162391 0.70734914 *** 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) = -0.2416246547 Kirchhoff stress -0.71055E-01 0.40280E-01 0.23140E+00 0.40280E-01 -0.26597E+00 -0.17052E+00 0.23140E+00 -0.17052E+00 -0.13206E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.68845499 0.91818964 1.03751374 -0.09270282 -0.69933749 0.35030209 0.91818964 2.88825534 0.89147883 0.48569996 -0.63205669 0.44032979 1.03751374 0.89147883 1.19399411 -0.54741265 -1.02828553 0.75567718 -0.09270282 0.48569996 -0.54741265 0.65349361 0.32494376 -0.57341283 -0.69933749 -0.63205669 -1.02828553 0.32494376 0.82101571 -0.55616368 0.35030209 0.44032979 0.75567718 -0.57341283 -0.55616368 0.62233645 *** 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) = -0.2527992822 Kirchhoff stress -0.55391E-01 0.44710E-01 0.20675E+00 0.44710E-01 -0.22215E+00 -0.14735E+00 0.20675E+00 -0.14735E+00 -0.10206E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.69824290 0.86221320 1.01932832 -0.11001613 -0.62615104 0.30220026 0.86221320 2.67198388 0.85538674 0.34367058 -0.59042212 0.38296370 1.01932832 0.85538674 1.09034433 -0.49293309 -0.90603546 0.63434891 -0.11001613 0.34367058 -0.49293309 0.58992757 0.27998912 -0.53742173 -0.62615104 -0.59042212 -0.90603546 0.27998912 0.79104944 -0.49814723 0.30220026 0.38296370 0.63434891 -0.53742173 -0.49814723 0.57934076 *** 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) = -0.2624640077 Kirchhoff stress -0.43373E-01 0.46315E-01 0.18244E+00 0.46315E-01 -0.18080E+00 -0.12598E+00 0.18244E+00 -0.12598E+00 -0.76960E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.72417492 0.81913300 1.01437233 -0.09055030 -0.53852012 0.27520901 0.81913300 2.45268747 0.82224053 0.23019023 -0.55265130 0.33817777 1.01437233 0.82224053 0.99789692 -0.42875590 -0.79130458 0.53787224 -0.09055030 0.23019023 -0.42875590 0.54045800 0.25597698 -0.50567707 -0.53852012 -0.55265130 -0.79130458 0.25597698 0.77519490 -0.43123966 0.27520901 0.33817777 0.53787224 -0.50567707 -0.43123966 0.54055880 *** 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) = -0.2706582924 Kirchhoff stress -0.34238E-01 0.45336E-01 0.15907E+00 0.45336E-01 -0.14291E+00 -0.10685E+00 0.15907E+00 -0.10685E+00 -0.56358E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.57847046 0.77871319 0.90936181 -0.03293408 -0.58629340 0.27529836 0.77871319 2.20699199 0.78550341 0.13397908 -0.51436365 0.27925926 0.90936181 0.78550341 0.89874255 -0.34367661 -0.74630915 0.45711991 -0.03293408 0.13397908 -0.34367661 0.49458396 0.25864980 -0.47353248 -0.58629340 -0.51436365 -0.74630915 0.25864980 0.65925457 -0.34386736 0.27529836 0.27925926 0.45711991 -0.47353248 -0.34386736 0.49892588 *** 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) = -0.2775062312 Kirchhoff stress -0.26583E-01 0.41845E-01 0.13688E+00 0.41845E-01 -0.10905E+00 -0.89782E-01 0.13688E+00 -0.89782E-01 -0.39732E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81178828 0.78289847 1.00044967 -0.05723487 -0.38608657 0.22296212 0.78289847 1.97830690 0.77669519 0.04969438 -0.46215757 0.24046429 1.00044967 0.77669519 0.92049692 -0.31234303 -0.57706042 0.36559360 -0.05723487 0.04969438 -0.31234303 0.49399463 0.20864333 -0.42773913 -0.38608657 -0.46215757 -0.57706042 0.20864333 0.73992290 -0.31090936 0.22296212 0.24046429 0.36559360 -0.42773913 -0.31090936 0.48628650 *** 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) = -0.2830817468 Kirchhoff stress -0.21967E-01 0.36316E-01 0.11464E+00 0.36316E-01 -0.81667E-01 -0.74520E-01 0.11464E+00 -0.74520E-01 -0.27550E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84199123 0.77843635 1.01137900 -0.02692801 -0.28909469 0.20052558 0.77843635 1.79359938 0.75872294 -0.00335116 -0.40258071 0.19356731 1.01137900 0.75872294 0.93825967 -0.24673716 -0.43339479 0.29704199 -0.02692801 -0.00335116 -0.24673716 0.48741386 0.18836412 -0.37410119 -0.28909469 -0.40258071 -0.43339479 0.18836412 0.74267307 -0.24427709 0.20052558 0.19356731 0.29704199 -0.37410119 -0.24427709 0.46665553 *** 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) = -0.2875063034 Kirchhoff stress -0.18108E-01 0.30176E-01 0.94523E-01 0.30176E-01 -0.56857E-01 -0.60781E-01 0.94523E-01 -0.60781E-01 -0.16729E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93931242 0.79525809 0.99362966 -0.03419764 -0.25876735 0.18923037 0.79525809 1.58395374 0.75199785 -0.04546920 -0.35261983 0.14958065 0.99362966 0.75199785 0.88624455 -0.19832967 -0.38087726 0.22956858 -0.03419764 -0.04546920 -0.19832967 0.50161560 0.17857145 -0.33009979 -0.25876735 -0.35261983 -0.38087726 0.17857145 0.71639623 -0.19575148 0.18923037 0.14958065 0.22956858 -0.33009979 -0.19575148 0.45678387 *** 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) = -0.2908898370 Kirchhoff stress -0.13462E-01 0.22279E-01 0.73865E-01 0.22279E-01 -0.36590E-01 -0.48666E-01 0.73865E-01 -0.48666E-01 -0.10099E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05898799 0.82305968 0.99544433 -0.05026692 -0.23017290 0.18028874 0.82305968 1.35216527 0.74868965 -0.08055912 -0.29801402 0.11245530 0.99544433 0.74868965 0.78279861 -0.15080042 -0.30598992 0.18026305 -0.05026692 -0.08055912 -0.15080042 0.52673395 0.17127253 -0.28020577 -0.23017290 -0.29801402 -0.30598992 0.17127253 0.71132196 -0.14807367 0.18028874 0.11245530 0.18026305 -0.28020577 -0.14807367 0.45151256 *** 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) = -0.2933670053 Kirchhoff stress -0.11467E-01 0.15146E-01 0.55255E-01 0.15146E-01 -0.21542E-01 -0.37932E-01 0.55255E-01 -0.37932E-01 -0.60629E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87241722 0.81305373 0.95699854 0.03417395 -0.11672564 0.13234252 0.81305373 1.24424275 0.76284919 -0.06951279 -0.23000791 0.08165015 0.95699854 0.76284919 0.86339452 -0.09767935 -0.21819679 0.13613410 0.03417395 -0.06951279 -0.09767935 0.51598724 0.12469527 -0.21649421 -0.11672564 -0.23000791 -0.21819679 0.12469527 0.66839713 -0.09541561 0.13234252 0.08165015 0.13613410 -0.21649421 -0.09541561 0.46443687 *** 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) = -0.2950883121 Kirchhoff stress -0.72592E-02 0.88628E-02 0.38394E-01 0.88628E-02 -0.10521E-01 -0.28967E-01 0.38394E-01 -0.28967E-01 -0.16925E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80168706 0.82653828 0.94146107 0.03529299 -0.06111382 0.11208136 0.82653828 1.09324570 0.77731146 -0.06876887 -0.16344607 0.05534756 0.94146107 0.77731146 0.85447827 -0.05672871 -0.14331988 0.10376842 0.03529299 -0.06876887 -0.05672871 0.52770616 0.10640454 -0.15400559 -0.06111382 -0.16344607 -0.14331988 0.10640454 0.64727789 -0.05524078 0.11208136 0.05534756 0.10376842 -0.15400559 -0.05524078 0.47680435 *** 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) = -0.2961960213 Kirchhoff stress -0.43764E-02 0.41039E-02 0.23479E-01 0.41039E-02 -0.39100E-02 -0.19362E-01 0.23479E-01 -0.19362E-01 -0.19228E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.34014349 0.82662844 0.87376153 -0.13882936 -0.19349228 0.01965232 0.82662844 0.99536978 0.80407693 -0.05254682 -0.11885796 0.02651911 0.87376153 0.80407693 0.86026639 -0.03540754 -0.11093809 0.06249922 -0.13882936 -0.05254682 -0.03540754 0.52720923 0.01538101 -0.11273527 -0.19349228 -0.11885796 -0.11093809 0.01538101 0.57657413 -0.03467142 0.01965232 0.02651911 0.06249922 -0.11273527 -0.03467142 0.50295561 *** 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) = -0.2968473130 Kirchhoff stress 0.63785E-04 0.29667E-03 0.11034E-01 0.29667E-03 -0.47214E-05 -0.97883E-02 0.11034E-01 -0.97883E-02 0.71003E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84348615 0.86209268 0.89508695 0.03115319 -0.02641729 0.02954368 0.86209268 0.91256461 0.83494455 -0.01371764 -0.05814127 0.00213063 0.89508695 0.83494455 0.86770787 0.00391720 -0.04923631 0.02308759 0.03115319 -0.01371764 0.00391720 0.56070103 0.02715457 -0.05538921 -0.02641729 -0.05814127 -0.04923631 0.02715457 0.59463018 0.00454311 0.02954368 0.00213063 0.02308759 -0.05538921 0.00454311 0.53314831 *** 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) = -0.2970506846 Kirchhoff stress 0.11170E-07 0.15220E-13 -0.84939E-14 0.15228E-13 0.11170E-07 0.16205E-13 -0.84874E-14 0.16199E-13 0.11170E-07 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.89748734 0.90010229 0.90010229 -0.00000000 0.00000000 -0.00000000 0.90010229 0.89748734 0.90010229 -0.00000000 0.00000000 -0.00000000 0.90010229 0.90010229 0.89748734 -0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.59970518 -0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.59970518 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 -0.00000000 0.59970518 * CB-KIM calculation successfully completed