---------------------------------------------------------------------------- c a u c h y - b o r n c o n s t i t u t i v e m o d e l This program computes the finite deformation constitutive response of an arbitrary multilattice single crystal. The code is based on the local quasicontinuum (QC) method (http://qcmethod.org). The program uses interatomic potentials compatible with the Knowledgebase of Interatomic Models (KIM) project (https://openkim.org). Copyright (C) 2015 E. B. Tadmor ---------------------------------------------------------------------------- Test calculation: Lattice invariance shear of cubic crystal **setting factor** * Default globaltol set to 0.10000E-15 CG global tolerance = 0.10000E-15 **reading material data** Material name 'Cu(bcc)' * Warning: for a simple bravais lattice * Warning: ShuffleOn is reset to ShuffleOn = FALSE material information Bravais lattice vectors: a1 = 2.00000 0.00000 0.00000 a2 = 0.00000 2.00000 0.00000 a3 = 1.00000 1.00000 1.00000 Basis atoms: Number of basis atoms = 1 spec mass reference shift vector 29 1.00 0.00000 0.00000 0.00000 **reading constitutive information** KIM Model name: Pair_Morse_Shifted_GirifalcoWeizer_LowCutoff_Cu__MO_673777079812_001 Maximum cut-off distance: 6.7634200000 **global parameter settings** Number of spatial dimensions = 3 Number of dofs per node = 3 Number of nodes per element = 4 Shuffles optimization = OFF Prefer multilattice stress correction = OFF Optimize F and shuffles concurrently = ACTIVATED Use preconditioned CG optimization = ACTIVATED **optimize lattice parameter** Input lattice vectors 2.0000000000000000 0.0000000000000000 1.0000000000000000 0.0000000000000000 2.0000000000000000 1.0000000000000000 0.0000000000000000 0.0000000000000000 1.0000000000000000 *** WARNING: In mod_poten_kim/Calc_Local: maxncry was increased in getlats, which means that RijList_LC(:,:,1) is now too small. There may be a considerable wait as I rebuild the local neighbor lists. *** WARNING: cgstep detected a warning set by build_on_the_fly: Many neighbors found, be patient this may take a while *** WARNING: cgstep detected a warning set by build_on_the_fly: Many neighbors found, be patient this may take a while *** WARNING: cgstep detected a warning set by build_on_the_fly: Many neighbors found, be patient this may take a while *** WARNING: cgstep detected a warning set by build_on_the_fly: Many neighbors found, be patient this may take a while Relaxed lattice vectors 2.88650102630879290544 -0.00000000000000048635 1.44325051315439623068 -0.00000000000000048635 2.88650102630879601406 1.44325051315439756294 0.00000000000000012812 -0.00000000000000042581 1.44325051315439800703 **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) = -0.2710772543 Kirchhoff stress 0.14607E-08 -0.23226E-15 -0.39960E-16 -0.24142E-15 0.14607E-08 -0.22454E-15 -0.30295E-17 -0.22000E-15 0.14607E-08 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93381375 0.81597148 0.81597148 0.00000000 0.00000000 0.00000000 0.81597148 0.93381375 0.81597148 0.00000000 0.00000000 0.00000000 0.81597148 0.81597148 0.93381375 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.81597148 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.81597148 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.81597148 *** 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) = -0.2707010167 Kirchhoff stress -0.36643E-02 0.14419E-02 -0.15435E-01 0.14419E-02 0.13962E-02 0.17398E-01 -0.15435E-01 0.17398E-01 0.13774E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02523214 0.81017968 0.76701612 -0.02981107 0.01233268 -0.06529456 0.81017968 0.86878579 0.86489481 0.02899219 0.05652044 -0.01242551 0.76701612 0.86489481 0.93074734 -0.00812660 0.03946146 -0.04557182 -0.02981107 0.02899219 -0.00812660 0.81017968 -0.06529456 0.05652044 0.01233268 0.05652044 0.03946146 -0.06529456 0.76701612 -0.00812660 -0.06529456 -0.01242551 -0.04557182 0.05652044 -0.00812660 0.86489481 *** 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) = -0.2695446163 Kirchhoff stress -0.10645E-01 0.57129E-02 -0.29506E-01 0.57129E-02 -0.58818E-03 0.36258E-01 -0.29506E-01 0.36258E-01 -0.27293E-04 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14626475 0.79371106 0.72100169 -0.05493603 0.02777943 -0.13702228 0.79371106 0.84255134 0.91488059 0.05137544 0.10240715 -0.02033899 0.72100169 0.91488059 0.92293690 -0.03221093 0.07559208 -0.09771819 -0.05493603 0.05137544 -0.03221093 0.79371106 -0.13702228 0.10240715 0.02777943 0.10240715 0.07559208 -0.13702228 0.72100169 -0.03221093 -0.13702228 -0.02033899 -0.09771819 0.10240715 -0.03221093 0.91488059 *** 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) = -0.2676106152 Kirchhoff stress -0.19914E-01 0.11166E-01 -0.42012E-01 0.11166E-01 -0.10961E-03 0.58550E-01 -0.42012E-01 0.58550E-01 0.78995E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.28476876 0.76602355 0.67692995 -0.06360104 0.04172440 -0.20903303 0.76602355 0.81067451 0.95432373 0.06672469 0.13668014 -0.04446667 0.67692995 0.95432373 0.90890467 -0.06863080 0.10979346 -0.16109638 -0.06360104 0.06672469 -0.06863080 0.76602355 -0.20903303 0.13668014 0.04172440 0.13668014 0.10979346 -0.20903303 0.67692995 -0.06863080 -0.20903303 -0.04446667 -0.16109638 0.13668014 -0.06863080 0.95432373 *** 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) = -0.2647651190 Kirchhoff stress -0.36575E-01 0.19438E-01 -0.54091E-01 0.19438E-01 -0.56877E-02 0.81016E-01 -0.54091E-01 0.81016E-01 -0.11809E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.46531861 0.74369922 0.64212199 -0.06388983 0.06691057 -0.28219611 0.74369922 0.83214303 0.99521121 0.06565469 0.15875397 -0.06952869 0.64212199 0.99521121 0.89522074 -0.11883943 0.13899586 -0.21713921 -0.06388983 0.06565469 -0.11883943 0.74369922 -0.28219611 0.15875397 0.06691057 0.15875397 0.13899586 -0.28219611 0.64212199 -0.11883943 -0.28219611 -0.06952869 -0.21713921 0.15875397 -0.11883943 0.99521121 *** 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) = -0.2608808892 Kirchhoff stress -0.55328E-01 0.27182E-01 -0.68086E-01 0.27182E-01 -0.58493E-02 0.10818E+00 -0.68086E-01 0.10818E+00 -0.16946E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.64558421 0.71256405 0.61698249 -0.04055918 0.09529764 -0.35464797 0.71256405 0.81646456 1.02614473 0.05828464 0.17777666 -0.11060091 0.61698249 1.02614473 0.87981084 -0.17726989 0.18367902 -0.29907535 -0.04055918 0.05828464 -0.17726989 0.71256405 -0.35464797 0.17777666 0.09529764 0.17777666 0.18367902 -0.35464797 0.61698249 -0.17726989 -0.35464797 -0.11060091 -0.29907535 0.17777666 -0.17726989 1.02614473 *** 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) = -0.2556540240 Kirchhoff stress -0.79838E-01 0.35928E-01 -0.83489E-01 0.35928E-01 -0.59616E-02 0.14019E+00 -0.83489E-01 0.14019E+00 -0.46243E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.85075912 0.68279773 0.60184546 -0.00560656 0.13083417 -0.42525888 0.68279773 0.80536718 1.04795430 0.03811378 0.19037334 -0.18077243 0.60184546 1.04795430 0.86545346 -0.24391400 0.23631063 -0.39794371 -0.00560656 0.03811378 -0.24391400 0.68279773 -0.42525888 0.19037334 0.13083417 0.19037334 0.23631063 -0.42525888 0.60184546 -0.24391400 -0.42525888 -0.18077243 -0.39794371 0.19037334 -0.24391400 1.04795430 *** 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) = -0.2488744338 Kirchhoff stress -0.11203E+00 0.42231E-01 -0.10134E+00 0.42231E-01 -0.42759E-02 0.17282E+00 -0.10134E+00 0.17282E+00 -0.98491E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.08842054 0.66440622 0.59774569 0.05977798 0.17617597 -0.48840845 0.66440622 0.76948536 1.06049967 0.01370099 0.20057209 -0.25436589 0.59774569 1.06049967 0.85823225 -0.31418142 0.29932149 -0.50334449 0.05977798 0.01370099 -0.31418142 0.66440622 -0.48840845 0.20057209 0.17617597 0.20057209 0.29932149 -0.48840845 0.59774569 -0.31418142 -0.48840845 -0.25436589 -0.50334449 0.20057209 -0.31418142 1.06049967 *** 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) = -0.2403590058 Kirchhoff stress -0.14399E+00 0.45910E-01 -0.12166E+00 0.45910E-01 -0.21006E-02 0.20574E+00 -0.12166E+00 0.20574E+00 -0.17049E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.29050737 0.65267542 0.59772080 0.14689908 0.23296597 -0.54100371 0.65267542 0.72211399 1.06589352 -0.01181791 0.20871333 -0.33557340 0.59772080 1.06589352 0.85732408 -0.38355036 0.37018096 -0.61221413 0.14689908 -0.01181791 -0.38355036 0.65267542 -0.54100371 0.20871333 0.23296597 0.20871333 0.37018096 -0.54100371 0.59772080 -0.38355036 -0.54100371 -0.33557340 -0.61221413 0.20871333 -0.38355036 1.06589352 *** 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) = -0.2300521076 Kirchhoff stress -0.18603E+00 0.46148E-01 -0.14459E+00 0.46148E-01 -0.67501E-02 0.24010E+00 -0.14459E+00 0.24010E+00 -0.29518E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.53569139 0.66507558 0.61157805 0.25991857 0.28737545 -0.58982035 0.66507558 0.70825578 1.07361347 -0.03262249 0.22242862 -0.42376151 0.61157805 1.07361347 0.87466730 -0.45598940 0.45600353 -0.73093101 0.25991857 -0.03262249 -0.45598940 0.66507558 -0.58982035 0.22242862 0.28737545 0.22242862 0.45600353 -0.58982035 0.61157805 -0.45598940 -0.58982035 -0.42376151 -0.73093101 0.22242862 -0.45598940 1.07361347 *** 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) = -0.2177405549 Kirchhoff stress -0.23134E+00 0.43326E-01 -0.16985E+00 0.43326E-01 -0.89755E-02 0.27554E+00 -0.16985E+00 0.27554E+00 -0.46348E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.77378253 0.69111973 0.63302009 0.39276398 0.34393522 -0.63328400 0.69111973 0.64462967 1.08025781 -0.05106028 0.23770712 -0.52143808 0.63302009 1.08025781 0.90868968 -0.52861163 0.55362740 -0.85567785 0.39276398 -0.05106028 -0.52861163 0.69111973 -0.63328400 0.23770712 0.34393522 0.23770712 0.55362740 -0.63328400 0.63302009 -0.52861163 -0.63328400 -0.52143808 -0.85567785 0.23770712 -0.52861163 1.08025781 *** 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) = -0.2033826022 Kirchhoff stress -0.27842E+00 0.36836E-01 -0.19509E+00 0.36836E-01 -0.14451E-01 0.31123E+00 -0.19509E+00 0.31123E+00 -0.68715E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.99001825 0.73619805 0.65926789 0.54247232 0.39112915 -0.67190005 0.73619805 0.57798321 1.08835721 -0.05816649 0.25703912 -0.62104635 0.65926789 1.08835721 0.97009270 -0.60241945 0.64868283 -0.98522774 0.54247232 -0.05816649 -0.60241945 0.73619805 -0.67190005 0.25703912 0.39112915 0.25703912 0.64868283 -0.67190005 0.65926789 -0.60241945 -0.67190005 -0.62104635 -0.98522774 0.25703912 -0.60241945 1.08835721 *** 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) = -0.1869195739 Kirchhoff stress -0.32912E+00 0.27168E-01 -0.22477E+00 0.27168E-01 -0.25233E-01 0.34660E+00 -0.22477E+00 0.34660E+00 -0.95684E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.19725302 0.80702599 0.69328834 0.70243988 0.44850904 -0.70358749 0.80702599 0.51865890 1.09944583 -0.05589729 0.27916410 -0.71764058 0.69328834 1.09944583 1.04323688 -0.67430799 0.76866705 -1.12071691 0.70243988 -0.05589729 -0.67430799 0.80702599 -0.70358749 0.27916410 0.44850904 0.27916410 0.76866705 -0.70358749 0.69328834 -0.67430799 -0.70358749 -0.71764058 -1.12071691 0.27916410 -0.67430799 1.09944583 *** 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) = -0.1683977584 Kirchhoff stress -0.37916E+00 0.11383E-01 -0.25698E+00 0.11383E-01 -0.41482E-01 0.38268E+00 -0.25698E+00 0.38268E+00 -0.12840E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.36903589 0.89364318 0.73251439 0.88022164 0.50909810 -0.73365243 0.89364318 0.47625943 1.11394421 -0.02187747 0.30579405 -0.81622015 0.73251439 1.11394421 1.14052383 -0.74417588 0.89998881 -1.26185020 0.88022164 -0.02187747 -0.74417588 0.89364318 -0.73365243 0.30579405 0.50909810 0.30579405 0.89998881 -0.73365243 0.73251439 -0.74417588 -0.73365243 -0.81622015 -1.26185020 0.30579405 -0.74417588 1.11394421 *** 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) = -0.1479102282 Kirchhoff stress -0.42462E+00 -0.63470E-02 -0.29036E+00 -0.63470E-02 -0.60505E-01 0.41783E+00 -0.29036E+00 0.41783E+00 -0.16502E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.48026511 0.99207262 0.77156705 1.05381611 0.56851903 -0.75872454 0.99207262 0.42728460 1.13064965 0.02505567 0.33753552 -0.90449930 0.77156705 1.13064965 1.24864822 -0.81254913 1.03329148 -1.40674479 1.05381611 0.02505567 -0.81254913 0.99207262 -0.75872454 0.33753552 0.56851903 0.33753552 1.03329148 -0.75872454 0.77156705 -0.81254913 -0.75872454 -0.90449930 -1.40674479 0.33753552 -0.81254913 1.13064965 *** 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) = -0.1255424555 Kirchhoff stress -0.46846E+00 -0.28054E-01 -0.32587E+00 -0.28054E-01 -0.85455E-01 0.45281E+00 -0.32587E+00 0.45281E+00 -0.20943E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.55312962 1.10915936 0.81668371 1.23454638 0.62410057 -0.78023120 1.10915936 0.39525014 1.15067906 0.09660409 0.37181311 -0.98497658 0.81668371 1.15067906 1.39863029 -0.88026582 1.18387108 -1.55837725 1.23454638 0.09660409 -0.88026582 1.10915936 -0.78023120 0.37181311 0.62410057 0.37181311 1.18387108 -0.78023120 0.81668371 -0.88026582 -0.78023120 -0.98497658 -1.55837725 0.37181311 -0.88026582 1.15067906 *** 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) = -0.1015133387 Kirchhoff stress -0.50835E+00 -0.52943E-01 -0.36354E+00 -0.52943E-01 -0.11785E+00 0.48674E+00 -0.36354E+00 0.48674E+00 -0.26105E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.57802769 1.23551699 0.86910167 1.41541780 0.68463715 -0.79630805 1.23551699 0.40527919 1.17429484 0.19262267 0.40593340 -1.05127336 0.86910167 1.17429484 1.58164767 -0.94611687 1.34671716 -1.71495658 1.41541780 0.19262267 -0.94611687 1.23551699 -0.79630805 0.40593340 0.68463715 0.40593340 1.34671716 -0.79630805 0.86910167 -0.94611687 -0.79630805 -1.05127336 -1.71495658 0.40593340 -0.94611687 1.17429484 *** 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) = -0.7595424291E-01 Kirchhoff stress -0.54117E+00 -0.79790E-01 -0.40226E+00 -0.79790E-01 -0.15352E+00 0.52055E+00 -0.40226E+00 0.52055E+00 -0.31866E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.53451251 1.37265161 0.92115168 1.58187672 0.74398361 -0.80740971 1.37265161 0.41786172 1.19834545 0.31570254 0.44108658 -1.11332860 0.92115168 1.19834545 1.79520043 -1.00757480 1.51536303 -1.87452743 1.58187672 0.31570254 -1.00757480 1.37265161 -0.80740971 0.44108658 0.74398361 0.44108658 1.51536303 -0.80740971 0.92115168 -1.00757480 -0.80740971 -1.11332860 -1.87452743 0.44108658 -1.00757480 1.19834545 *** 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) = -0.4909885620E-01 Kirchhoff stress -0.57308E+00 -0.10504E+00 -0.44228E+00 -0.10504E+00 -0.19700E+00 0.55330E+00 -0.44228E+00 0.55330E+00 -0.38587E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.47564358 1.52023385 0.98799010 1.71799027 0.80400141 -0.81250441 1.52023385 0.47732848 1.22690054 0.45506966 0.47395045 -1.16124287 0.98799010 1.22690054 2.05528782 -1.07053275 1.69411755 -2.03775771 1.71799027 0.45506966 -1.07053275 1.52023385 -0.81250441 0.47395045 0.80400141 0.47395045 1.69411755 -0.81250441 0.98799010 -1.07053275 -0.81250441 -1.16124287 -2.03775771 0.47395045 -1.07053275 1.22690054 *** 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) = -0.2116953752E-01 Kirchhoff stress -0.59607E+00 -0.13169E+00 -0.48532E+00 -0.13169E+00 -0.24615E+00 0.58433E+00 -0.48532E+00 0.58433E+00 -0.46107E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.35839221 1.66041181 1.05281104 1.83390364 0.87175786 -0.81532080 1.66041181 0.57941633 1.26427754 0.62623150 0.50901288 -1.18834111 1.05281104 1.26427754 2.35691309 -1.12631750 1.88852827 -2.19989170 1.83390364 0.62623150 -1.12631750 1.66041181 -0.81532080 0.50901288 0.87175786 0.50901288 1.88852827 -0.81532080 1.05281104 -1.12631750 -0.81532080 -1.18834111 -2.19989170 0.50901288 -1.12631750 1.26427754 *** 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) = 0.7665066760E-02 Kirchhoff stress -0.60913E+00 -0.15601E+00 -0.52903E+00 -0.15601E+00 -0.29486E+00 0.61716E+00 -0.52903E+00 0.61716E+00 -0.54263E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.17636457 1.78870233 1.11947552 1.91277855 0.93551134 -0.81342688 1.78870233 0.68980876 1.29146264 0.81532809 0.54114560 -1.22182418 1.11947552 1.29146264 2.69706572 -1.17793789 2.09170958 -2.37166381 1.91277855 0.81532809 -1.17793789 1.78870233 -0.81342688 0.54114560 0.93551134 0.54114560 2.09170958 -0.81342688 1.11947552 -1.17793789 -0.81342688 -1.22182418 -2.37166381 0.54114560 -1.17793789 1.29146264 *** 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) = 0.3713762234E-01 Kirchhoff stress -0.61620E+00 -0.17931E+00 -0.57405E+00 -0.17931E+00 -0.34936E+00 0.64765E+00 -0.57405E+00 0.64765E+00 -0.63433E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.96908078 1.90641286 1.18907076 1.96625093 1.00199058 -0.80246811 1.90641286 0.86020581 1.32427225 1.02620137 0.57138703 -1.24089303 1.18907076 1.32427225 3.09621876 -1.22375520 2.30224310 -2.53617680 1.96625093 1.02620137 -1.22375520 1.90641286 -0.80246811 0.57138703 1.00199058 0.57138703 2.30224310 -0.80246811 1.18907076 -1.22375520 -0.80246811 -1.24089303 -2.53617680 0.57138703 -1.22375520 1.32427225 *** 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) = 0.6712851045E-01 Kirchhoff stress -0.61490E+00 -0.19830E+00 -0.61923E+00 -0.19830E+00 -0.40256E+00 0.67707E+00 -0.61923E+00 0.67707E+00 -0.73452E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.72610584 2.00059038 1.26144855 1.98470814 1.06448676 -0.78226945 2.00059038 1.04585054 1.35492694 1.23816185 0.59906466 -1.25055333 1.26144855 1.35492694 3.54392153 -1.26365002 2.51577164 -2.70215613 1.98470814 1.23816185 -1.26365002 2.00059038 -0.78226945 0.59906466 1.06448676 0.59906466 2.51577164 -0.78226945 1.26144855 -1.26365002 -0.78226945 -1.25055333 -2.70215613 0.59906466 -1.26365002 1.35492694 *** 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) = 0.9742773663E-01 Kirchhoff stress -0.60567E+00 -0.21375E+00 -0.66537E+00 -0.21375E+00 -0.45906E+00 0.70424E+00 -0.66537E+00 0.70424E+00 -0.84194E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.45504817 2.07347837 1.33048029 1.97067673 1.12264528 -0.75245052 2.07347837 1.29463779 1.38706763 1.45417731 0.62486190 -1.23966921 1.33048029 1.38706763 4.02874863 -1.29320085 2.74057639 -2.86978417 1.97067673 1.45417731 -1.29320085 2.07347837 -0.75245052 0.62486190 1.12264528 0.62486190 2.74057639 -0.75245052 1.33048029 -1.29320085 -0.75245052 -1.23966921 -2.86978417 0.62486190 -1.29320085 1.38706763 *** 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) = 0.1277762221 Kirchhoff stress -0.58766E+00 -0.22401E+00 -0.71109E+00 -0.22401E+00 -0.51073E+00 0.72987E+00 -0.71109E+00 0.72987E+00 -0.95828E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.16143108 2.11018344 1.39549734 1.92488894 1.17292356 -0.71541665 2.11018344 1.54868908 1.41926133 1.65929527 0.64782355 -1.22253858 1.39549734 1.41926133 4.56907852 -1.31391707 2.96757312 -3.03056088 1.92488894 1.65929527 -1.31391707 2.11018344 -0.71541665 0.64782355 1.17292356 0.64782355 2.96757312 -0.71541665 1.39549734 -1.31391707 -0.71541665 -1.22253858 -3.03056088 0.64782355 -1.31391707 1.41926133 *** 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) = 0.1580562898 Kirchhoff stress -0.55859E+00 -0.22893E+00 -0.75373E+00 -0.22893E+00 -0.55859E+00 0.75373E+00 -0.75373E+00 0.75373E+00 -0.10812E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.82350223 2.11687982 1.44702376 1.84911087 1.19639964 -0.66865853 2.11687982 1.82350223 1.44702376 1.84911087 0.66865853 -1.19639964 1.44702376 1.44702376 5.15388422 -1.32478544 3.18956895 -3.18956895 1.84911087 1.84911087 -1.32478544 2.11687982 -0.66865853 0.66865853 1.19639964 0.66865853 3.18956895 -0.66865853 1.44702376 -1.32478544 -0.66865853 -1.19639964 -3.18956895 0.66865853 -1.32478544 1.44702376 *** 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) = 0.1880690700 Kirchhoff stress -0.52459E+00 -0.22991E+00 -0.79551E+00 -0.22991E+00 -0.60234E+00 0.77442E+00 -0.79551E+00 0.77442E+00 -0.12134E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.50119269 2.08367900 1.49488041 1.75492877 1.21533989 -0.61206496 2.08367900 2.12943672 1.47397095 2.02224841 0.68611456 -1.15945636 1.49488041 1.47397095 5.79846177 -1.32364008 3.40983156 -3.33642736 1.75492877 2.02224841 -1.32364008 2.08367900 -0.61206496 0.68611456 1.21533989 0.68611456 3.40983156 -0.61206496 1.49488041 -1.32364008 -0.61206496 -1.15945636 -3.33642736 0.68611456 -1.32364008 1.47397095 *** 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) = 0.2177667232 Kirchhoff stress -0.48444E+00 -0.22600E+00 -0.83632E+00 -0.22600E+00 -0.63719E+00 0.79318E+00 -0.83632E+00 0.79318E+00 -0.13525E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.18014736 2.01950661 1.52882142 1.63972050 1.22386700 -0.55576614 2.01950661 2.41816891 1.49667419 2.16901384 0.70713673 -1.10906099 1.52882142 1.49667419 6.49143396 -1.31042486 3.62845738 -3.47850905 1.63972050 2.16901384 -1.31042486 2.01950661 -0.55576614 0.70713673 1.22386700 0.70713673 3.62845738 -0.55576614 1.52882142 -1.31042486 -0.55576614 -1.10906099 -3.47850905 0.70713673 -1.31042486 1.49667419 *** 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) = 0.2470571052 Kirchhoff stress -0.43461E+00 -0.21744E+00 -0.87305E+00 -0.21744E+00 -0.66341E+00 0.80798E+00 -0.87305E+00 0.80798E+00 -0.14980E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83374350 1.91884158 1.54278952 1.50875792 1.21140936 -0.49114280 1.91884158 2.70183886 1.51589918 2.28362750 0.72522129 -1.04360436 1.54278952 1.51589918 7.23425207 -1.28601792 3.83400671 -3.60805364 1.50875792 2.28362750 -1.28601792 1.91884158 -0.49114280 0.72522129 1.21140936 0.72522129 3.83400671 -0.49114280 1.54278952 -1.28601792 -0.49114280 -1.04360436 -3.60805364 0.72522129 -1.28601792 1.51589918 *** 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) = 0.2758433442 Kirchhoff stress -0.38340E+00 -0.20517E+00 -0.90466E+00 -0.20517E+00 -0.68257E+00 0.82040E+00 -0.90466E+00 0.82040E+00 -0.16494E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.52614885 1.79596683 1.54036091 1.36954456 1.18068392 -0.42916871 1.79596683 2.98108085 1.53567572 2.36391983 0.73891616 -0.97139815 1.54036091 1.53567572 8.01556777 -1.25039254 4.01803664 -3.72439402 1.36954456 2.36391983 -1.25039254 1.79596683 -0.42916871 0.73891616 1.18068392 0.73891616 4.01803664 -0.42916871 1.54036091 -1.25039254 -0.42916871 -0.97139815 -3.72439402 0.73891616 -1.25039254 1.53567572 *** 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) = 0.3040878859 Kirchhoff stress -0.32573E+00 -0.18799E+00 -0.93060E+00 -0.18799E+00 -0.69042E+00 0.82869E+00 -0.93060E+00 0.82869E+00 -0.18050E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.21255384 1.64758848 1.51568515 1.21684273 1.12921864 -0.36960230 1.64758848 3.22796312 1.54569757 2.40406490 0.75000854 -0.87927754 1.51568515 1.54569757 8.83629630 -1.20968865 4.17953616 -3.82552179 1.21684273 2.40406490 -1.20968865 1.64758848 -0.36960230 0.75000854 1.12921864 0.75000854 4.17953616 -0.36960230 1.51568515 -1.20968865 -0.36960230 -0.87927754 -3.82552179 0.75000854 -1.20968865 1.54569757 *** 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) = 0.3316861530 Kirchhoff stress -0.26801E+00 -0.16837E+00 -0.95127E+00 -0.16837E+00 -0.68808E+00 0.83375E+00 -0.95127E+00 0.83375E+00 -0.19664E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.05852409 1.48271012 1.47528898 1.06830831 1.06358609 -0.31493922 1.48271012 3.44297720 1.54783567 2.40674173 0.75479252 -0.77518906 1.47528898 1.54783567 9.70951499 -1.16391478 4.32357516 -3.91288441 1.06830831 2.40674173 -1.16391478 1.48271012 -0.31493922 0.75479252 1.06358609 0.75479252 4.32357516 -0.31493922 1.47528898 -1.16391478 -0.31493922 -0.77518906 -3.91288441 0.75479252 -1.16391478 1.54783567 *** 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) = 0.3586365941 Kirchhoff stress -0.20617E+00 -0.14663E+00 -0.96381E+00 -0.14663E+00 -0.67494E+00 0.83535E+00 -0.96381E+00 0.83535E+00 -0.21306E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.32346604 1.30395292 1.41010427 0.92248281 0.97427219 -0.26597513 1.30395292 3.61849863 1.53918280 2.37202003 0.75112740 -0.66147581 1.41010427 1.53918280 10.61745254 -1.11335401 4.43640770 -3.98358959 0.92248281 2.37202003 -1.11335401 1.30395292 -0.26597513 0.75112740 0.97427219 0.75112740 4.43640770 -0.26597513 1.41010427 -1.11335401 -0.26597513 -0.66147581 -3.98358959 0.75112740 -1.11335401 1.53918280 *** 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) = 0.3848807850 Kirchhoff stress -0.14591E+00 -0.12429E+00 -0.96966E+00 -0.12429E+00 -0.65437E+00 0.83285E+00 -0.96966E+00 0.83285E+00 -0.22984E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.54271430 1.11913893 1.32943413 0.78191633 0.88149262 -0.22517161 1.11913893 3.77413240 1.52384161 2.30931781 0.73642982 -0.53813602 1.32943413 1.52384161 11.56055663 -1.05863432 4.51862107 -4.03160339 0.78191633 2.30931781 -1.05863432 1.11913893 -0.22517161 0.73642982 0.88149262 0.73642982 4.51862107 -0.22517161 1.32943413 -1.05863432 -0.22517161 -0.53813602 -4.03160339 0.73642982 -1.05863432 1.52384161 *** 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) = 0.4103929015 Kirchhoff stress -0.85602E-01 -0.99959E-01 -0.96764E+00 -0.99959E-01 -0.62149E+00 0.82777E+00 -0.96764E+00 0.82777E+00 -0.24658E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.73113060 0.92776458 1.23125615 0.64834067 0.78216434 -0.19098988 0.92776458 3.87449332 1.48421651 2.20165472 0.71078860 -0.41660256 1.23125615 1.48421651 12.52265698 -1.00261235 4.56441447 -4.06543293 0.64834067 2.20165472 -1.00261235 0.92776458 -0.19098988 0.71078860 0.78216434 0.71078860 4.56441447 -0.19098988 1.23125615 -1.00261235 -0.19098988 -0.41660256 -4.06543293 0.71078860 -1.00261235 1.48421651 *** 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) = 0.4352273781 Kirchhoff stress -0.24319E-01 -0.75358E-01 -0.95706E+00 -0.75358E-01 -0.57540E+00 0.81925E+00 -0.95706E+00 0.81925E+00 -0.26329E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.90445604 0.73348953 1.11762068 0.51762169 0.67576871 -0.16535498 0.73348953 3.89507606 1.42581943 2.06683005 0.67219165 -0.29804178 1.11762068 1.42581943 13.50219264 -0.94456350 4.57195986 -4.07712157 0.51762169 2.06683005 -0.94456350 0.73348953 -0.16535498 0.67219165 0.67576871 0.67219165 4.57195986 -0.16535498 1.11762068 -0.94456350 -0.16535498 -0.29804178 -4.07712157 0.67219165 -0.94456350 1.42581943 *** 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) = 0.4593314817 Kirchhoff stress 0.32561E-01 -0.52496E-01 -0.93885E+00 -0.52496E-01 -0.52439E+00 0.80518E+00 -0.93885E+00 0.80518E+00 -0.27994E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.02668146 0.54889018 0.99381691 0.40704962 0.57457116 -0.14318912 0.54889018 3.89792832 1.35200779 1.90482989 0.62161542 -0.17463418 0.99381691 1.35200779 14.49272188 -0.88376779 4.53984663 -4.06185410 0.40704962 1.90482989 -0.88376779 0.54889018 -0.14318912 0.62161542 0.57457116 0.62161542 4.53984663 -0.14318912 0.99381691 -0.88376779 -0.14318912 -0.17463418 -4.06185410 0.62161542 -0.88376779 1.35200779 *** 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) = 0.4827035281 Kirchhoff stress 0.87535E-01 -0.33412E-01 -0.91142E+00 -0.33412E-01 -0.46308E+00 0.78664E+00 -0.91142E+00 0.78664E+00 -0.29636E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.12231753 0.37620011 0.85644092 0.31438755 0.47112266 -0.12217999 0.37620011 3.82444393 1.25681639 1.73494804 0.56065769 -0.07349836 0.85644092 1.25681639 15.49302517 -0.81789825 4.46003513 -4.01003959 0.31438755 1.73494804 -0.81789825 0.37620011 -0.12217999 0.56065769 0.47112266 0.56065769 4.46003513 -0.12217999 0.85644092 -0.81789825 -0.12217999 -0.07349836 -4.01003959 0.56065769 -0.81789825 1.25681639 *** 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) = 0.5052752051 Kirchhoff stress 0.13769E+00 -0.16589E-01 -0.87773E+00 -0.16589E-01 -0.39410E+00 0.76426E+00 -0.87773E+00 0.76426E+00 -0.31231E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.17921791 0.21867489 0.71949121 0.23331136 0.38011290 -0.10521831 0.21867489 3.69105166 1.13892469 1.55018833 0.49527092 0.01306092 0.71949121 1.13892469 16.47494293 -0.74902202 4.34413297 -3.93689699 0.23331136 1.55018833 -0.74902202 0.21867489 -0.10521831 0.49527092 0.38011290 0.49527092 4.34413297 -0.10521831 0.71949121 -0.74902202 -0.10521831 0.01306092 -3.93689699 0.49527092 -0.74902202 1.13892469 *** 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) = 0.5270831810 Kirchhoff stress 0.18558E+00 -0.19957E-02 -0.83507E+00 -0.19957E-02 -0.31793E+00 0.73688E+00 -0.83507E+00 0.73688E+00 -0.32766E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.21469424 0.07561924 0.57437449 0.16361833 0.28924410 -0.09112107 0.07561924 3.48969299 1.00314192 1.35140279 0.42379186 0.07798131 0.57437449 1.00314192 17.43624319 -0.67706935 4.18027383 -3.82886889 0.16361833 1.35140279 -0.67706935 0.07561924 -0.09112107 0.42379186 0.28924410 0.42379186 4.18027383 -0.09112107 0.57437449 -0.67706935 -0.09112107 0.07798131 -3.82886889 0.42379186 -0.67706935 1.00314192 *** 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) = 0.5480102431 Kirchhoff stress 0.22748E+00 0.87377E-02 -0.78619E+00 0.87377E-02 -0.23795E+00 0.70199E+00 -0.78619E+00 0.70199E+00 -0.34231E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.21177713 -0.04767340 0.43622006 0.10737023 0.21452926 -0.07681925 -0.04767340 3.24122408 0.84896620 1.15302410 0.35112667 0.12746953 0.43622006 0.84896620 18.36080466 -0.59956320 3.97707070 -3.67274292 0.10737023 1.15302410 -0.59956320 -0.04767340 -0.07681925 0.35112667 0.21452926 0.35112667 3.97707070 -0.07681925 0.43622006 -0.59956320 -0.07681925 0.12746953 -3.67274292 0.35112667 -0.59956320 0.84896620 *** 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) = 0.5679467312 Kirchhoff stress 0.26767E+00 0.14879E-01 -0.73028E+00 0.14879E-01 -0.15666E+00 0.66058E+00 -0.73028E+00 0.66058E+00 -0.35626E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.20613764 -0.15316945 0.29803586 0.06733972 0.15209629 -0.06081804 -0.15316945 2.95374424 0.68766591 0.96283165 0.27896412 0.15836441 0.29803586 0.68766591 19.25691795 -0.51605152 3.72954900 -3.47903454 0.06733972 0.96283165 -0.51605152 -0.15316945 -0.06081804 0.27896412 0.15209629 0.27896412 3.72954900 -0.06081804 0.29803586 -0.51605152 -0.06081804 0.15836441 -3.47903454 0.27896412 -0.51605152 0.68766591 *** 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) = 0.5866704186 Kirchhoff stress 0.30231E+00 0.18253E-01 -0.66816E+00 0.18253E-01 -0.76838E-01 0.61276E+00 -0.66816E+00 0.61276E+00 -0.36943E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.17483963 -0.23669343 0.17050737 0.03523238 0.09760487 -0.04730455 -0.23669343 2.63785874 0.52547252 0.78192988 0.21475605 0.16987600 0.17050737 0.52547252 20.10790854 -0.43338211 3.44365670 -3.24474239 0.03523238 0.78192988 -0.43338211 -0.23669343 -0.04730455 0.21475605 0.09760487 0.21475605 3.44365670 -0.04730455 0.17050737 -0.43338211 -0.04730455 0.16987600 -3.24474239 0.21475605 -0.43338211 0.52547252 *** 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) = 0.6039921822 Kirchhoff stress 0.32930E+00 0.19008E-01 -0.59990E+00 0.19008E-01 0.31911E-03 0.55761E+00 -0.59990E+00 0.55761E+00 -0.38154E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.09458507 -0.30120047 0.05225171 0.00753397 0.05326526 -0.03491506 -0.30120047 2.30014018 0.36482827 0.61662566 0.15829048 0.16679980 0.05225171 0.36482827 20.89779993 -0.35054964 3.11766481 -2.96588329 0.00753397 0.61662566 -0.35054964 -0.30120047 -0.03491506 0.15829048 0.05326526 0.15829048 3.11766481 -0.03491506 0.05225171 -0.35054964 -0.03491506 0.16679980 -2.96588329 0.15829048 -0.35054964 0.36482827 *** 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) = 0.6197037866 Kirchhoff stress 0.35032E+00 0.17932E-01 -0.52550E+00 0.17932E-01 0.71981E-01 0.49413E+00 -0.52550E+00 0.49413E+00 -0.39255E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.98736158 -0.34823057 -0.05336084 -0.01398284 0.01869188 -0.02332152 -0.34823057 1.95594714 0.21600441 0.46736260 0.10865757 0.15764489 -0.05336084 0.21600441 21.61828859 -0.27217107 2.75195361 -2.63882497 -0.01398284 0.46736260 -0.27217107 -0.34823057 -0.02332152 0.10865757 0.01869188 0.10865757 2.75195361 -0.02332152 -0.05336084 -0.27217107 -0.02332152 0.15764489 -2.63882497 0.10865757 -0.27217107 0.21600441 *** 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) = 0.6335433436 Kirchhoff stress 0.37033E+00 0.14296E-01 -0.44695E+00 0.14296E-01 0.13936E+00 0.42495E+00 -0.44695E+00 0.42495E+00 -0.40203E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.89707150 -0.38284416 -0.15097681 -0.02537125 -0.00223742 -0.01480649 -0.38284416 1.60049010 0.07315392 0.34136864 0.07125920 0.13352049 -0.15097681 0.07315392 22.24791701 -0.19646348 2.35522892 -2.27549299 -0.02537125 0.34136864 -0.19646348 -0.38284416 -0.01480649 0.07125920 -0.00223742 0.07125920 2.35522892 -0.01480649 -0.15097681 -0.19646348 -0.01480649 0.13352049 -2.27549299 0.07125920 -0.19646348 0.07315392 *** 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) = 0.6453015179 Kirchhoff stress 0.37954E+00 0.10256E-01 -0.36345E+00 0.10256E-01 0.19980E+00 0.34939E+00 -0.36345E+00 0.34939E+00 -0.41008E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.74120671 -0.40572365 -0.22690314 -0.03476152 -0.01686814 -0.00896338 -0.40572365 1.24900072 -0.05338858 0.23624613 0.04340331 0.10414441 -0.22690314 -0.05338858 22.78231213 -0.12950311 1.92615554 -1.87412045 -0.03476152 0.23624613 -0.12950311 -0.40572365 -0.00896338 0.04340331 -0.01686814 0.04340331 1.92615554 -0.00896338 -0.22690314 -0.12950311 -0.00896338 0.10414441 -1.87412045 0.04340331 -0.12950311 -0.05338858 *** 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) = 0.6547076650 Kirchhoff stress 0.38888E+00 0.48950E-02 -0.27503E+00 0.48950E-02 0.25212E+00 0.26625E+00 -0.27503E+00 0.26625E+00 -0.41657E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.61459138 -0.43099721 -0.28715483 -0.02883613 -0.02214255 -0.00580472 -0.43099721 0.91517831 -0.15159721 0.15550322 0.02484744 0.08068603 -0.28715483 -0.15159721 23.21314772 -0.07437911 1.45763542 -1.42759695 -0.02883613 0.15550322 -0.07437911 -0.43099721 -0.00580472 0.02484744 -0.02214255 0.02484744 1.45763542 -0.00580472 -0.28715483 -0.07437911 -0.00580472 0.08068603 -1.42759695 0.02484744 -0.07437911 -0.15159721 *** 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) = 0.6615354749 Kirchhoff stress 0.38609E+00 0.32122E-02 -0.18531E+00 0.32122E-02 0.29558E+00 0.17973E+00 -0.18531E+00 0.17973E+00 -0.42123E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.42439307 -0.44016736 -0.32326441 -0.03388674 -0.01415006 -0.00138067 -0.44016736 0.60119380 -0.23383179 0.08239992 0.01047939 0.05500672 -0.32326441 -0.23383179 23.52239300 -0.03481723 0.98224081 -0.96700875 -0.03388674 0.08239992 -0.03481723 -0.44016736 -0.00138067 0.01047939 -0.01415006 0.01047939 0.98224081 -0.00138067 -0.32326441 -0.03481723 -0.00138067 0.05500672 -0.96700875 0.01047939 -0.03481723 -0.23383179 *** 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) = 0.6656202008 Kirchhoff stress 0.38068E+00 0.77278E-03 -0.91869E-01 0.77278E-03 0.33309E+00 0.90931E-01 -0.91869E-01 0.90931E-01 -0.42395E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.24413270 -0.45226217 -0.34266937 -0.02153204 -0.01869052 -0.00057592 -0.45226217 0.29368495 -0.29568092 0.03416070 0.00256790 0.02515114 -0.34266937 -0.29568092 23.70883908 -0.00874398 0.49239579 -0.48913933 -0.02153204 0.03416070 -0.00874398 -0.45226217 -0.00057592 0.00256790 -0.01869052 0.00256790 0.49239579 -0.00057592 -0.34266937 -0.00874398 -0.00057592 0.02515114 -0.48913933 0.00256790 -0.00874398 -0.29568092 *** 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) = 0.6669747614 Kirchhoff stress 0.36114E+00 0.15513E-15 0.44107E-16 0.25267E-15 0.36114E+00 0.56404E-14 0.00000E+00 0.53291E-14 -0.42489E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.01171475 -0.45401576 -0.33184164 -0.00000000 -0.00000000 -0.00000000 -0.45401576 0.01171475 -0.33184164 0.00000000 -0.00000000 0.00000000 -0.33184164 -0.33184164 23.77174928 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 -0.00000000 -0.45401576 -0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 0.00000000 -0.33184164 -0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.33184164 *** 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) = 0.6656202008 Kirchhoff stress 0.33309E+00 0.77278E-03 0.90931E-01 0.77278E-03 0.38068E+00 -0.91869E-01 0.90931E-01 -0.91869E-01 -0.42395E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.29368495 -0.45226217 -0.29568092 0.03416070 0.02515114 0.00256790 -0.45226217 -0.24413270 -0.34266937 -0.02153204 -0.00057592 -0.01869052 -0.29568092 -0.34266937 23.70883908 -0.00874398 -0.48913933 0.49239579 0.03416070 -0.02153204 -0.00874398 -0.45226217 0.00256790 -0.00057592 0.02515114 -0.00057592 -0.48913933 0.00256790 -0.29568092 -0.00874398 0.00256790 -0.01869052 0.49239579 -0.00057592 -0.00874398 -0.34266937 *** 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) = 0.6615354749 Kirchhoff stress 0.29558E+00 0.32122E-02 0.17973E+00 0.32122E-02 0.38609E+00 -0.18531E+00 0.17973E+00 -0.18531E+00 -0.42123E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.60119380 -0.44016736 -0.23383179 0.08239992 0.05500672 0.01047939 -0.44016736 -0.42439307 -0.32326441 -0.03388674 -0.00138067 -0.01415006 -0.23383179 -0.32326441 23.52239300 -0.03481723 -0.96700875 0.98224081 0.08239992 -0.03388674 -0.03481723 -0.44016736 0.01047939 -0.00138067 0.05500672 -0.00138067 -0.96700875 0.01047939 -0.23383179 -0.03481723 0.01047939 -0.01415006 0.98224081 -0.00138067 -0.03481723 -0.32326441 *** 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) = 0.6547076650 Kirchhoff stress 0.25212E+00 0.48950E-02 0.26625E+00 0.48950E-02 0.38888E+00 -0.27503E+00 0.26625E+00 -0.27503E+00 -0.41657E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91517831 -0.43099721 -0.15159721 0.15550322 0.08068603 0.02484744 -0.43099721 -0.61459138 -0.28715483 -0.02883613 -0.00580472 -0.02214255 -0.15159721 -0.28715483 23.21314772 -0.07437911 -1.42759695 1.45763542 0.15550322 -0.02883613 -0.07437911 -0.43099721 0.02484744 -0.00580472 0.08068603 -0.00580472 -1.42759695 0.02484744 -0.15159721 -0.07437911 0.02484744 -0.02214255 1.45763542 -0.00580472 -0.07437911 -0.28715483 *** 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) = 0.6453015179 Kirchhoff stress 0.19980E+00 0.10256E-01 0.34939E+00 0.10256E-01 0.37954E+00 -0.36345E+00 0.34939E+00 -0.36345E+00 -0.41008E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.24900072 -0.40572365 -0.05338858 0.23624613 0.10414441 0.04340331 -0.40572365 -0.74120671 -0.22690314 -0.03476152 -0.00896338 -0.01686814 -0.05338858 -0.22690314 22.78231213 -0.12950311 -1.87412045 1.92615554 0.23624613 -0.03476152 -0.12950311 -0.40572365 0.04340331 -0.00896338 0.10414441 -0.00896338 -1.87412045 0.04340331 -0.05338858 -0.12950311 0.04340331 -0.01686814 1.92615554 -0.00896338 -0.12950311 -0.22690314 *** 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) = 0.6335433436 Kirchhoff stress 0.13936E+00 0.14296E-01 0.42495E+00 0.14296E-01 0.37033E+00 -0.44695E+00 0.42495E+00 -0.44695E+00 -0.40203E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.60049010 -0.38284416 0.07315392 0.34136864 0.13352049 0.07125920 -0.38284416 -0.89707150 -0.15097681 -0.02537125 -0.01480649 -0.00223742 0.07315392 -0.15097681 22.24791701 -0.19646348 -2.27549299 2.35522892 0.34136864 -0.02537125 -0.19646348 -0.38284416 0.07125920 -0.01480649 0.13352049 -0.01480649 -2.27549299 0.07125920 0.07315392 -0.19646348 0.07125920 -0.00223742 2.35522892 -0.01480649 -0.19646348 -0.15097681 *** 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) = 0.6197037866 Kirchhoff stress 0.71981E-01 0.17932E-01 0.49413E+00 0.17932E-01 0.35032E+00 -0.52550E+00 0.49413E+00 -0.52550E+00 -0.39255E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.95594714 -0.34823057 0.21600441 0.46736260 0.15764489 0.10865757 -0.34823057 -0.98736158 -0.05336084 -0.01398284 -0.02332152 0.01869188 0.21600441 -0.05336084 21.61828859 -0.27217107 -2.63882497 2.75195361 0.46736260 -0.01398284 -0.27217107 -0.34823057 0.10865757 -0.02332152 0.15764489 -0.02332152 -2.63882497 0.10865757 0.21600441 -0.27217107 0.10865757 0.01869188 2.75195361 -0.02332152 -0.27217107 -0.05336084 *** 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) = 0.6039921822 Kirchhoff stress 0.31911E-03 0.19008E-01 0.55761E+00 0.19008E-01 0.32930E+00 -0.59990E+00 0.55761E+00 -0.59990E+00 -0.38154E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.30014018 -0.30120047 0.36482827 0.61662566 0.16679980 0.15829048 -0.30120047 -1.09458507 0.05225171 0.00753397 -0.03491506 0.05326526 0.36482827 0.05225171 20.89779993 -0.35054964 -2.96588329 3.11766481 0.61662566 0.00753397 -0.35054964 -0.30120047 0.15829048 -0.03491506 0.16679980 -0.03491506 -2.96588329 0.15829048 0.36482827 -0.35054964 0.15829048 0.05326526 3.11766481 -0.03491506 -0.35054964 0.05225171 *** 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) = 0.5866704186 Kirchhoff stress -0.76838E-01 0.18253E-01 0.61276E+00 0.18253E-01 0.30231E+00 -0.66816E+00 0.61276E+00 -0.66816E+00 -0.36943E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.63785874 -0.23669343 0.52547252 0.78192988 0.16987600 0.21475605 -0.23669343 -1.17483963 0.17050737 0.03523238 -0.04730455 0.09760487 0.52547252 0.17050737 20.10790854 -0.43338211 -3.24474239 3.44365670 0.78192988 0.03523238 -0.43338211 -0.23669343 0.21475605 -0.04730455 0.16987600 -0.04730455 -3.24474239 0.21475605 0.52547252 -0.43338211 0.21475605 0.09760487 3.44365670 -0.04730455 -0.43338211 0.17050737 *** 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) = 0.5679467312 Kirchhoff stress -0.15666E+00 0.14879E-01 0.66058E+00 0.14879E-01 0.26767E+00 -0.73028E+00 0.66058E+00 -0.73028E+00 -0.35626E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.95374424 -0.15316945 0.68766591 0.96283165 0.15836441 0.27896412 -0.15316945 -1.20613764 0.29803586 0.06733972 -0.06081804 0.15209629 0.68766591 0.29803586 19.25691795 -0.51605152 -3.47903454 3.72954900 0.96283165 0.06733972 -0.51605152 -0.15316945 0.27896412 -0.06081804 0.15836441 -0.06081804 -3.47903454 0.27896412 0.68766591 -0.51605152 0.27896412 0.15209629 3.72954900 -0.06081804 -0.51605152 0.29803586 *** 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) = 0.5480102431 Kirchhoff stress -0.23795E+00 0.87377E-02 0.70199E+00 0.87377E-02 0.22748E+00 -0.78619E+00 0.70199E+00 -0.78619E+00 -0.34231E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.24122408 -0.04767340 0.84896620 1.15302410 0.12746953 0.35112667 -0.04767340 -1.21177713 0.43622006 0.10737023 -0.07681925 0.21452926 0.84896620 0.43622006 18.36080466 -0.59956320 -3.67274292 3.97707070 1.15302410 0.10737023 -0.59956320 -0.04767340 0.35112667 -0.07681925 0.12746953 -0.07681925 -3.67274292 0.35112667 0.84896620 -0.59956320 0.35112667 0.21452926 3.97707070 -0.07681925 -0.59956320 0.43622006 *** 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) = 0.5270831810 Kirchhoff stress -0.31793E+00 -0.19957E-02 0.73688E+00 -0.19957E-02 0.18558E+00 -0.83507E+00 0.73688E+00 -0.83507E+00 -0.32766E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.48969299 0.07561924 1.00314192 1.35140279 0.07798131 0.42379186 0.07561924 -1.21469424 0.57437449 0.16361833 -0.09112107 0.28924410 1.00314192 0.57437449 17.43624319 -0.67706935 -3.82886889 4.18027383 1.35140279 0.16361833 -0.67706935 0.07561924 0.42379186 -0.09112107 0.07798131 -0.09112107 -3.82886889 0.42379186 1.00314192 -0.67706935 0.42379186 0.28924410 4.18027383 -0.09112107 -0.67706935 0.57437449 *** 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) = 0.5052752051 Kirchhoff stress -0.39410E+00 -0.16589E-01 0.76426E+00 -0.16589E-01 0.13769E+00 -0.87773E+00 0.76426E+00 -0.87773E+00 -0.31231E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.69105166 0.21867489 1.13892469 1.55018833 0.01306092 0.49527092 0.21867489 -1.17921791 0.71949121 0.23331136 -0.10521831 0.38011290 1.13892469 0.71949121 16.47494293 -0.74902202 -3.93689699 4.34413297 1.55018833 0.23331136 -0.74902202 0.21867489 0.49527092 -0.10521831 0.01306092 -0.10521831 -3.93689699 0.49527092 1.13892469 -0.74902202 0.49527092 0.38011290 4.34413297 -0.10521831 -0.74902202 0.71949121 *** 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) = 0.4827035281 Kirchhoff stress -0.46308E+00 -0.33412E-01 0.78664E+00 -0.33412E-01 0.87535E-01 -0.91142E+00 0.78664E+00 -0.91142E+00 -0.29636E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.82444393 0.37620011 1.25681639 1.73494804 -0.07349836 0.56065769 0.37620011 -1.12231753 0.85644092 0.31438755 -0.12217999 0.47112266 1.25681639 0.85644092 15.49302517 -0.81789825 -4.01003959 4.46003513 1.73494804 0.31438755 -0.81789825 0.37620011 0.56065769 -0.12217999 -0.07349836 -0.12217999 -4.01003959 0.56065769 1.25681639 -0.81789825 0.56065769 0.47112266 4.46003513 -0.12217999 -0.81789825 0.85644092 *** 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) = 0.4593314817 Kirchhoff stress -0.52439E+00 -0.52496E-01 0.80518E+00 -0.52496E-01 0.32561E-01 -0.93885E+00 0.80518E+00 -0.93885E+00 -0.27994E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.89792832 0.54889018 1.35200779 1.90482989 -0.17463418 0.62161542 0.54889018 -1.02668146 0.99381691 0.40704962 -0.14318912 0.57457116 1.35200779 0.99381691 14.49272188 -0.88376779 -4.06185410 4.53984663 1.90482989 0.40704962 -0.88376779 0.54889018 0.62161542 -0.14318912 -0.17463418 -0.14318912 -4.06185410 0.62161542 1.35200779 -0.88376779 0.62161542 0.57457116 4.53984663 -0.14318912 -0.88376779 0.99381691 *** 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) = 0.4352273781 Kirchhoff stress -0.57540E+00 -0.75358E-01 0.81925E+00 -0.75358E-01 -0.24319E-01 -0.95706E+00 0.81925E+00 -0.95706E+00 -0.26329E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.89507606 0.73348953 1.42581943 2.06683005 -0.29804178 0.67219165 0.73348953 -0.90445604 1.11762068 0.51762169 -0.16535498 0.67576871 1.42581943 1.11762068 13.50219264 -0.94456350 -4.07712157 4.57195986 2.06683005 0.51762169 -0.94456350 0.73348953 0.67219165 -0.16535498 -0.29804178 -0.16535498 -4.07712157 0.67219165 1.42581943 -0.94456350 0.67219165 0.67576871 4.57195986 -0.16535498 -0.94456350 1.11762068 *** 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) = 0.4103929015 Kirchhoff stress -0.62149E+00 -0.99959E-01 0.82777E+00 -0.99959E-01 -0.85602E-01 -0.96764E+00 0.82777E+00 -0.96764E+00 -0.24658E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.87449332 0.92776458 1.48421651 2.20165472 -0.41660256 0.71078860 0.92776458 -0.73113060 1.23125615 0.64834067 -0.19098988 0.78216434 1.48421651 1.23125615 12.52265698 -1.00261235 -4.06543293 4.56441447 2.20165472 0.64834067 -1.00261235 0.92776458 0.71078860 -0.19098988 -0.41660256 -0.19098988 -4.06543293 0.71078860 1.48421651 -1.00261235 0.71078860 0.78216434 4.56441447 -0.19098988 -1.00261235 1.23125615 *** 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) = 0.3848807850 Kirchhoff stress -0.65437E+00 -0.12429E+00 0.83285E+00 -0.12429E+00 -0.14591E+00 -0.96966E+00 0.83285E+00 -0.96966E+00 -0.22984E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.77413240 1.11913893 1.52384161 2.30931781 -0.53813602 0.73642982 1.11913893 -0.54271430 1.32943413 0.78191633 -0.22517161 0.88149262 1.52384161 1.32943413 11.56055663 -1.05863432 -4.03160339 4.51862107 2.30931781 0.78191633 -1.05863432 1.11913893 0.73642982 -0.22517161 -0.53813602 -0.22517161 -4.03160339 0.73642982 1.52384161 -1.05863432 0.73642982 0.88149262 4.51862107 -0.22517161 -1.05863432 1.32943413 *** 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) = 0.3586365941 Kirchhoff stress -0.67494E+00 -0.14663E+00 0.83535E+00 -0.14663E+00 -0.20617E+00 -0.96381E+00 0.83535E+00 -0.96381E+00 -0.21306E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.61849863 1.30395292 1.53918280 2.37202003 -0.66147581 0.75112740 1.30395292 -0.32346604 1.41010427 0.92248281 -0.26597513 0.97427219 1.53918280 1.41010427 10.61745254 -1.11335401 -3.98358959 4.43640770 2.37202003 0.92248281 -1.11335401 1.30395292 0.75112740 -0.26597513 -0.66147581 -0.26597513 -3.98358959 0.75112740 1.53918280 -1.11335401 0.75112740 0.97427219 4.43640770 -0.26597513 -1.11335401 1.41010427 *** 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) = 0.3316861530 Kirchhoff stress -0.68808E+00 -0.16837E+00 0.83375E+00 -0.16837E+00 -0.26801E+00 -0.95127E+00 0.83375E+00 -0.95127E+00 -0.19664E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.44297720 1.48271012 1.54783567 2.40674173 -0.77518906 0.75479252 1.48271012 -0.05852409 1.47528898 1.06830831 -0.31493922 1.06358609 1.54783567 1.47528898 9.70951499 -1.16391478 -3.91288441 4.32357516 2.40674173 1.06830831 -1.16391478 1.48271012 0.75479252 -0.31493922 -0.77518906 -0.31493922 -3.91288441 0.75479252 1.54783567 -1.16391478 0.75479252 1.06358609 4.32357516 -0.31493922 -1.16391478 1.47528898 *** 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) = 0.3040878859 Kirchhoff stress -0.69042E+00 -0.18799E+00 0.82869E+00 -0.18799E+00 -0.32573E+00 -0.93060E+00 0.82869E+00 -0.93060E+00 -0.18050E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.22796312 1.64758848 1.54569757 2.40406490 -0.87927754 0.75000854 1.64758848 0.21255384 1.51568515 1.21684273 -0.36960230 1.12921864 1.54569757 1.51568515 8.83629630 -1.20968865 -3.82552179 4.17953616 2.40406490 1.21684273 -1.20968865 1.64758848 0.75000854 -0.36960230 -0.87927754 -0.36960230 -3.82552179 0.75000854 1.54569757 -1.20968865 0.75000854 1.12921864 4.17953616 -0.36960230 -1.20968865 1.51568515 *** 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) = 0.2758433442 Kirchhoff stress -0.68257E+00 -0.20517E+00 0.82040E+00 -0.20517E+00 -0.38340E+00 -0.90466E+00 0.82040E+00 -0.90466E+00 -0.16494E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.98108085 1.79596683 1.53567572 2.36391983 -0.97139815 0.73891616 1.79596683 0.52614885 1.54036091 1.36954456 -0.42916871 1.18068392 1.53567572 1.54036091 8.01556777 -1.25039254 -3.72439402 4.01803664 2.36391983 1.36954456 -1.25039254 1.79596683 0.73891616 -0.42916871 -0.97139815 -0.42916871 -3.72439402 0.73891616 1.53567572 -1.25039254 0.73891616 1.18068392 4.01803664 -0.42916871 -1.25039254 1.54036091 *** 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) = 0.2470571052 Kirchhoff stress -0.66341E+00 -0.21744E+00 0.80798E+00 -0.21744E+00 -0.43461E+00 -0.87305E+00 0.80798E+00 -0.87305E+00 -0.14980E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.70183886 1.91884158 1.51589918 2.28362750 -1.04360436 0.72522129 1.91884158 0.83374350 1.54278952 1.50875792 -0.49114280 1.21140936 1.51589918 1.54278952 7.23425207 -1.28601792 -3.60805364 3.83400671 2.28362750 1.50875792 -1.28601792 1.91884158 0.72522129 -0.49114280 -1.04360436 -0.49114280 -3.60805364 0.72522129 1.51589918 -1.28601792 0.72522129 1.21140936 3.83400671 -0.49114280 -1.28601792 1.54278952 *** 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) = 0.2177667232 Kirchhoff stress -0.63719E+00 -0.22600E+00 0.79318E+00 -0.22600E+00 -0.48444E+00 -0.83632E+00 0.79318E+00 -0.83632E+00 -0.13525E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.41816891 2.01950661 1.49667419 2.16901384 -1.10906099 0.70713673 2.01950661 1.18014736 1.52882142 1.63972050 -0.55576614 1.22386700 1.49667419 1.52882142 6.49143396 -1.31042486 -3.47850905 3.62845738 2.16901384 1.63972050 -1.31042486 2.01950661 0.70713673 -0.55576614 -1.10906099 -0.55576614 -3.47850905 0.70713673 1.49667419 -1.31042486 0.70713673 1.22386700 3.62845738 -0.55576614 -1.31042486 1.52882142 *** 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) = 0.1880690700 Kirchhoff stress -0.60234E+00 -0.22991E+00 0.77442E+00 -0.22991E+00 -0.52459E+00 -0.79551E+00 0.77442E+00 -0.79551E+00 -0.12134E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.12943672 2.08367900 1.47397095 2.02224841 -1.15945636 0.68611456 2.08367900 1.50119269 1.49488041 1.75492877 -0.61206496 1.21533989 1.47397095 1.49488041 5.79846177 -1.32364008 -3.33642736 3.40983156 2.02224841 1.75492877 -1.32364008 2.08367900 0.68611456 -0.61206496 -1.15945636 -0.61206496 -3.33642736 0.68611456 1.47397095 -1.32364008 0.68611456 1.21533989 3.40983156 -0.61206496 -1.32364008 1.49488041 *** 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) = 0.1580562898 Kirchhoff stress -0.55859E+00 -0.22893E+00 0.75373E+00 -0.22893E+00 -0.55859E+00 -0.75373E+00 0.75373E+00 -0.75373E+00 -0.10812E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.82350223 2.11687982 1.44702376 1.84911087 -1.19639964 0.66865853 2.11687982 1.82350223 1.44702376 1.84911087 -0.66865853 1.19639964 1.44702376 1.44702376 5.15388422 -1.32478544 -3.18956895 3.18956895 1.84911087 1.84911087 -1.32478544 2.11687982 0.66865853 -0.66865853 -1.19639964 -0.66865853 -3.18956895 0.66865853 1.44702376 -1.32478544 0.66865853 1.19639964 3.18956895 -0.66865853 -1.32478544 1.44702376 *** 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) = 0.1277762221 Kirchhoff stress -0.51073E+00 -0.22401E+00 0.72987E+00 -0.22401E+00 -0.58766E+00 -0.71109E+00 0.72987E+00 -0.71109E+00 -0.95828E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.54868908 2.11018344 1.41926133 1.65929527 -1.22253858 0.64782355 2.11018344 2.16143108 1.39549734 1.92488894 -0.71541665 1.17292356 1.41926133 1.39549734 4.56907852 -1.31391707 -3.03056088 2.96757312 1.65929527 1.92488894 -1.31391707 2.11018344 0.64782355 -0.71541665 -1.22253858 -0.71541665 -3.03056088 0.64782355 1.41926133 -1.31391707 0.64782355 1.17292356 2.96757312 -0.71541665 -1.31391707 1.39549734 *** 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) = 0.9742773663E-01 Kirchhoff stress -0.45906E+00 -0.21375E+00 0.70424E+00 -0.21375E+00 -0.60567E+00 -0.66537E+00 0.70424E+00 -0.66537E+00 -0.84194E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.29463779 2.07347837 1.38706763 1.45417731 -1.23966921 0.62486190 2.07347837 2.45504817 1.33048029 1.97067673 -0.75245052 1.12264528 1.38706763 1.33048029 4.02874863 -1.29320085 -2.86978417 2.74057639 1.45417731 1.97067673 -1.29320085 2.07347837 0.62486190 -0.75245052 -1.23966921 -0.75245052 -2.86978417 0.62486190 1.38706763 -1.29320085 0.62486190 1.12264528 2.74057639 -0.75245052 -1.29320085 1.33048029 *** 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) = 0.6712851045E-01 Kirchhoff stress -0.40256E+00 -0.19830E+00 0.67707E+00 -0.19830E+00 -0.61490E+00 -0.61923E+00 0.67707E+00 -0.61923E+00 -0.73452E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04585054 2.00059038 1.35492694 1.23816185 -1.25055333 0.59906466 2.00059038 2.72610584 1.26144855 1.98470814 -0.78226945 1.06448676 1.35492694 1.26144855 3.54392153 -1.26365002 -2.70215613 2.51577164 1.23816185 1.98470814 -1.26365002 2.00059038 0.59906466 -0.78226945 -1.25055333 -0.78226945 -2.70215613 0.59906466 1.35492694 -1.26365002 0.59906466 1.06448676 2.51577164 -0.78226945 -1.26365002 1.26144855 *** 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) = 0.3713762234E-01 Kirchhoff stress -0.34936E+00 -0.17931E+00 0.64765E+00 -0.17931E+00 -0.61620E+00 -0.57405E+00 0.64765E+00 -0.57405E+00 -0.63433E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86020581 1.90641286 1.32427225 1.02620137 -1.24089303 0.57138703 1.90641286 2.96908078 1.18907076 1.96625093 -0.80246811 1.00199058 1.32427225 1.18907076 3.09621876 -1.22375520 -2.53617680 2.30224310 1.02620137 1.96625093 -1.22375520 1.90641286 0.57138703 -0.80246811 -1.24089303 -0.80246811 -2.53617680 0.57138703 1.32427225 -1.22375520 0.57138703 1.00199058 2.30224310 -0.80246811 -1.22375520 1.18907076 *** 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) = 0.7665066760E-02 Kirchhoff stress -0.29486E+00 -0.15601E+00 0.61716E+00 -0.15601E+00 -0.60913E+00 -0.52903E+00 0.61716E+00 -0.52903E+00 -0.54263E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.68980876 1.78870233 1.29146264 0.81532809 -1.22182418 0.54114560 1.78870233 3.17636457 1.11947552 1.91277855 -0.81342688 0.93551134 1.29146264 1.11947552 2.69706572 -1.17793789 -2.37166381 2.09170958 0.81532809 1.91277855 -1.17793789 1.78870233 0.54114560 -0.81342688 -1.22182418 -0.81342688 -2.37166381 0.54114560 1.29146264 -1.17793789 0.54114560 0.93551134 2.09170958 -0.81342688 -1.17793789 1.11947552 *** 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) = -0.2116953752E-01 Kirchhoff stress -0.24615E+00 -0.13169E+00 0.58433E+00 -0.13169E+00 -0.59607E+00 -0.48532E+00 0.58433E+00 -0.48532E+00 -0.46107E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.57941633 1.66041181 1.26427754 0.62623150 -1.18834111 0.50901288 1.66041181 3.35839221 1.05281104 1.83390364 -0.81532080 0.87175786 1.26427754 1.05281104 2.35691309 -1.12631750 -2.19989170 1.88852827 0.62623150 1.83390364 -1.12631750 1.66041181 0.50901288 -0.81532080 -1.18834111 -0.81532080 -2.19989170 0.50901288 1.26427754 -1.12631750 0.50901288 0.87175786 1.88852827 -0.81532080 -1.12631750 1.05281104 *** 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) = -0.4909885620E-01 Kirchhoff stress -0.19700E+00 -0.10504E+00 0.55330E+00 -0.10504E+00 -0.57308E+00 -0.44228E+00 0.55330E+00 -0.44228E+00 -0.38587E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.47732848 1.52023385 1.22690054 0.45506966 -1.16124287 0.47395045 1.52023385 3.47564358 0.98799010 1.71799027 -0.81250441 0.80400141 1.22690054 0.98799010 2.05528782 -1.07053275 -2.03775771 1.69411755 0.45506966 1.71799027 -1.07053275 1.52023385 0.47395045 -0.81250441 -1.16124287 -0.81250441 -2.03775771 0.47395045 1.22690054 -1.07053275 0.47395045 0.80400141 1.69411755 -0.81250441 -1.07053275 0.98799010 *** 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) = -0.7595424291E-01 Kirchhoff stress -0.15352E+00 -0.79790E-01 0.52055E+00 -0.79790E-01 -0.54117E+00 -0.40226E+00 0.52055E+00 -0.40226E+00 -0.31866E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.41786172 1.37265161 1.19834545 0.31570254 -1.11332860 0.44108658 1.37265161 3.53451251 0.92115168 1.58187672 -0.80740971 0.74398361 1.19834545 0.92115168 1.79520043 -1.00757480 -1.87452743 1.51536303 0.31570254 1.58187672 -1.00757480 1.37265161 0.44108658 -0.80740971 -1.11332860 -0.80740971 -1.87452743 0.44108658 1.19834545 -1.00757480 0.44108658 0.74398361 1.51536303 -0.80740971 -1.00757480 0.92115168 *** 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) = -0.1015133387 Kirchhoff stress -0.11785E+00 -0.52943E-01 0.48674E+00 -0.52943E-01 -0.50835E+00 -0.36354E+00 0.48674E+00 -0.36354E+00 -0.26105E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.40527919 1.23551699 1.17429484 0.19262267 -1.05127336 0.40593340 1.23551699 3.57802769 0.86910167 1.41541780 -0.79630805 0.68463715 1.17429484 0.86910167 1.58164767 -0.94611687 -1.71495658 1.34671716 0.19262267 1.41541780 -0.94611687 1.23551699 0.40593340 -0.79630805 -1.05127336 -0.79630805 -1.71495658 0.40593340 1.17429484 -0.94611687 0.40593340 0.68463715 1.34671716 -0.79630805 -0.94611687 0.86910167 *** 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) = -0.1255424555 Kirchhoff stress -0.85455E-01 -0.28054E-01 0.45281E+00 -0.28054E-01 -0.46846E+00 -0.32587E+00 0.45281E+00 -0.32587E+00 -0.20943E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.39525014 1.10915936 1.15067906 0.09660409 -0.98497658 0.37181311 1.10915936 3.55312962 0.81668371 1.23454638 -0.78023120 0.62410057 1.15067906 0.81668371 1.39863029 -0.88026582 -1.55837725 1.18387108 0.09660409 1.23454638 -0.88026582 1.10915936 0.37181311 -0.78023120 -0.98497658 -0.78023120 -1.55837725 0.37181311 1.15067906 -0.88026582 0.37181311 0.62410057 1.18387108 -0.78023120 -0.88026582 0.81668371 *** 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) = -0.1479102282 Kirchhoff stress -0.60505E-01 -0.63470E-02 0.41783E+00 -0.63470E-02 -0.42462E+00 -0.29036E+00 0.41783E+00 -0.29036E+00 -0.16502E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.42728460 0.99207262 1.13064965 0.02505567 -0.90449930 0.33753552 0.99207262 3.48026511 0.77156705 1.05381611 -0.75872454 0.56851903 1.13064965 0.77156705 1.24864822 -0.81254913 -1.40674479 1.03329148 0.02505567 1.05381611 -0.81254913 0.99207262 0.33753552 -0.75872454 -0.90449930 -0.75872454 -1.40674479 0.33753552 1.13064965 -0.81254913 0.33753552 0.56851903 1.03329148 -0.75872454 -0.81254913 0.77156705 *** 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) = -0.1683977584 Kirchhoff stress -0.41482E-01 0.11383E-01 0.38268E+00 0.11383E-01 -0.37916E+00 -0.25698E+00 0.38268E+00 -0.25698E+00 -0.12840E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.47625943 0.89364318 1.11394421 -0.02187747 -0.81622015 0.30579405 0.89364318 3.36903589 0.73251439 0.88022164 -0.73365243 0.50909810 1.11394421 0.73251439 1.14052383 -0.74417588 -1.26185020 0.89998881 -0.02187747 0.88022164 -0.74417588 0.89364318 0.30579405 -0.73365243 -0.81622015 -0.73365243 -1.26185020 0.30579405 1.11394421 -0.74417588 0.30579405 0.50909810 0.89998881 -0.73365243 -0.74417588 0.73251439 *** 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) = -0.1869195739 Kirchhoff stress -0.25233E-01 0.27168E-01 0.34660E+00 0.27168E-01 -0.32912E+00 -0.22477E+00 0.34660E+00 -0.22477E+00 -0.95684E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.51865890 0.80702599 1.09944583 -0.05589729 -0.71764058 0.27916410 0.80702599 3.19725302 0.69328834 0.70243988 -0.70358749 0.44850904 1.09944583 0.69328834 1.04323688 -0.67430799 -1.12071691 0.76866705 -0.05589729 0.70243988 -0.67430799 0.80702599 0.27916410 -0.70358749 -0.71764058 -0.70358749 -1.12071691 0.27916410 1.09944583 -0.67430799 0.27916410 0.44850904 0.76866705 -0.70358749 -0.67430799 0.69328834 *** 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) = -0.2033826022 Kirchhoff stress -0.14451E-01 0.36836E-01 0.31123E+00 0.36836E-01 -0.27842E+00 -0.19509E+00 0.31123E+00 -0.19509E+00 -0.68715E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.57798321 0.73619805 1.08835721 -0.05816649 -0.62104635 0.25703912 0.73619805 2.99001825 0.65926789 0.54247232 -0.67190005 0.39112915 1.08835721 0.65926789 0.97009270 -0.60241945 -0.98522774 0.64868283 -0.05816649 0.54247232 -0.60241945 0.73619805 0.25703912 -0.67190005 -0.62104635 -0.67190005 -0.98522774 0.25703912 1.08835721 -0.60241945 0.25703912 0.39112915 0.64868283 -0.67190005 -0.60241945 0.65926789 *** 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) = -0.2177405549 Kirchhoff stress -0.89755E-02 0.43326E-01 0.27554E+00 0.43326E-01 -0.23134E+00 -0.16985E+00 0.27554E+00 -0.16985E+00 -0.46348E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.64462967 0.69111973 1.08025781 -0.05106028 -0.52143808 0.23770712 0.69111973 2.77378253 0.63302009 0.39276398 -0.63328400 0.34393522 1.08025781 0.63302009 0.90868968 -0.52861163 -0.85567785 0.55362740 -0.05106028 0.39276398 -0.52861163 0.69111973 0.23770712 -0.63328400 -0.52143808 -0.63328400 -0.85567785 0.23770712 1.08025781 -0.52861163 0.23770712 0.34393522 0.55362740 -0.63328400 -0.52861163 0.63302009 *** 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) = -0.2300521076 Kirchhoff stress -0.67501E-02 0.46148E-01 0.24010E+00 0.46148E-01 -0.18603E+00 -0.14459E+00 0.24010E+00 -0.14459E+00 -0.29518E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.70825578 0.66507558 1.07361347 -0.03262249 -0.42376151 0.22242862 0.66507558 2.53569139 0.61157805 0.25991857 -0.58982035 0.28737545 1.07361347 0.61157805 0.87466730 -0.45598940 -0.73093101 0.45600353 -0.03262249 0.25991857 -0.45598940 0.66507558 0.22242862 -0.58982035 -0.42376151 -0.58982035 -0.73093101 0.22242862 1.07361347 -0.45598940 0.22242862 0.28737545 0.45600353 -0.58982035 -0.45598940 0.61157805 *** 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) = -0.2403590058 Kirchhoff stress -0.21006E-02 0.45910E-01 0.20574E+00 0.45910E-01 -0.14399E+00 -0.12166E+00 0.20574E+00 -0.12166E+00 -0.17049E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.72211399 0.65267542 1.06589352 -0.01181791 -0.33557340 0.20871333 0.65267542 2.29050737 0.59772080 0.14689908 -0.54100371 0.23296597 1.06589352 0.59772080 0.85732408 -0.38355036 -0.61221413 0.37018096 -0.01181791 0.14689908 -0.38355036 0.65267542 0.20871333 -0.54100371 -0.33557340 -0.54100371 -0.61221413 0.20871333 1.06589352 -0.38355036 0.20871333 0.23296597 0.37018096 -0.54100371 -0.38355036 0.59772080 *** 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) = -0.2488744338 Kirchhoff stress -0.42759E-02 0.42231E-01 0.17282E+00 0.42231E-01 -0.11203E+00 -0.10134E+00 0.17282E+00 -0.10134E+00 -0.98491E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.76948536 0.66440622 1.06049967 0.01370099 -0.25436589 0.20057209 0.66440622 2.08842054 0.59774569 0.05977798 -0.48840845 0.17617597 1.06049967 0.59774569 0.85823225 -0.31418142 -0.50334449 0.29932149 0.01370099 0.05977798 -0.31418142 0.66440622 0.20057209 -0.48840845 -0.25436589 -0.48840845 -0.50334449 0.20057209 1.06049967 -0.31418142 0.20057209 0.17617597 0.29932149 -0.48840845 -0.31418142 0.59774569 *** 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) = -0.2556540240 Kirchhoff stress -0.59616E-02 0.35928E-01 0.14019E+00 0.35928E-01 -0.79838E-01 -0.83489E-01 0.14019E+00 -0.83489E-01 -0.46243E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80536718 0.68279773 1.04795430 0.03811378 -0.18077243 0.19037334 0.68279773 1.85075912 0.60184546 -0.00560656 -0.42525888 0.13083417 1.04795430 0.60184546 0.86545346 -0.24391400 -0.39794371 0.23631063 0.03811378 -0.00560656 -0.24391400 0.68279773 0.19037334 -0.42525888 -0.18077243 -0.42525888 -0.39794371 0.19037334 1.04795430 -0.24391400 0.19037334 0.13083417 0.23631063 -0.42525888 -0.24391400 0.60184546 *** 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) = -0.2608808892 Kirchhoff stress -0.58493E-02 0.27182E-01 0.10818E+00 0.27182E-01 -0.55328E-01 -0.68086E-01 0.10818E+00 -0.68086E-01 -0.16946E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81646456 0.71256405 1.02614473 0.05828464 -0.11060091 0.17777666 0.71256405 1.64558421 0.61698249 -0.04055918 -0.35464797 0.09529764 1.02614473 0.61698249 0.87981084 -0.17726989 -0.29907535 0.18367902 0.05828464 -0.04055918 -0.17726989 0.71256405 0.17777666 -0.35464797 -0.11060091 -0.35464797 -0.29907535 0.17777666 1.02614473 -0.17726989 0.17777666 0.09529764 0.18367902 -0.35464797 -0.17726989 0.61698249 *** 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) = -0.2647651190 Kirchhoff stress -0.56877E-02 0.19438E-01 0.81016E-01 0.19438E-01 -0.36575E-01 -0.54091E-01 0.81016E-01 -0.54091E-01 -0.11809E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83214303 0.74369922 0.99521121 0.06565469 -0.06952869 0.15875397 0.74369922 1.46531861 0.64212199 -0.06388983 -0.28219611 0.06691057 0.99521121 0.64212199 0.89522074 -0.11883943 -0.21713921 0.13899586 0.06565469 -0.06388983 -0.11883943 0.74369922 0.15875397 -0.28219611 -0.06952869 -0.28219611 -0.21713921 0.15875397 0.99521121 -0.11883943 0.15875397 0.06691057 0.13899586 -0.28219611 -0.11883943 0.64212199 *** 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) = -0.2676106152 Kirchhoff stress -0.10961E-03 0.11166E-01 0.58550E-01 0.11166E-01 -0.19914E-01 -0.42012E-01 0.58550E-01 -0.42012E-01 0.78995E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81067451 0.76602355 0.95432373 0.06672469 -0.04446667 0.13668014 0.76602355 1.28476876 0.67692995 -0.06360104 -0.20903303 0.04172440 0.95432373 0.67692995 0.90890467 -0.06863080 -0.16109638 0.10979346 0.06672469 -0.06360104 -0.06863080 0.76602355 0.13668014 -0.20903303 -0.04446667 -0.20903303 -0.16109638 0.13668014 0.95432373 -0.06863080 0.13668014 0.04172440 0.10979346 -0.20903303 -0.06863080 0.67692995 *** 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) = -0.2695446163 Kirchhoff stress -0.58818E-03 0.57129E-02 0.36258E-01 0.57129E-02 -0.10645E-01 -0.29506E-01 0.36258E-01 -0.29506E-01 -0.27293E-04 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84255134 0.79371106 0.91488059 0.05137544 -0.02033899 0.10240715 0.79371106 1.14626475 0.72100169 -0.05493603 -0.13702228 0.02777943 0.91488059 0.72100169 0.92293690 -0.03221093 -0.09771819 0.07559208 0.05137544 -0.05493603 -0.03221093 0.79371106 0.10240715 -0.13702228 -0.02033899 -0.13702228 -0.09771819 0.10240715 0.91488059 -0.03221093 0.10240715 0.02777943 0.07559208 -0.13702228 -0.03221093 0.72100169 *** 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) = -0.2707010167 Kirchhoff stress 0.13962E-02 0.14419E-02 0.17398E-01 0.14419E-02 -0.36643E-02 -0.15435E-01 0.17398E-01 -0.15435E-01 0.13774E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86878579 0.81017968 0.86489481 0.02899219 -0.01242551 0.05652044 0.81017968 1.02523214 0.76701612 -0.02981107 -0.06529456 0.01233268 0.86489481 0.76701612 0.93074734 -0.00812660 -0.04557182 0.03946146 0.02899219 -0.02981107 -0.00812660 0.81017968 0.05652044 -0.06529456 -0.01242551 -0.06529456 -0.04557182 0.05652044 0.86489481 -0.00812660 0.05652044 0.01233268 0.03946146 -0.06529456 -0.00812660 0.76701612 *** 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) = -0.2710772543 Kirchhoff stress 0.14607E-08 -0.48199E-14 0.18923E-15 -0.48372E-14 0.14607E-08 -0.42389E-14 0.16507E-15 -0.42209E-14 0.14607E-08 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93381375 0.81597148 0.81597148 0.00000000 0.00000000 0.00000000 0.81597148 0.93381375 0.81597148 0.00000000 -0.00000000 0.00000000 0.81597148 0.81597148 0.93381375 0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.00000000 0.81597148 0.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 0.00000000 0.81597148 0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.00000000 0.81597148 * CB-KIM calculation successfully completed