---------------------------------------------------------------------------- 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(fcc)' * Warning: for a simple bravais lattice * Warning: ShuffleOn is reset to ShuffleOn = FALSE material information Bravais lattice vectors: a1 = 0.00000 2.00000 2.00000 a2 = 2.00000 0.00000 2.00000 a3 = 2.00000 2.00000 0.00000 Basis atoms: Number of basis atoms = 1 spec mass reference shift vector 29 1.00 0.00000 0.00000 0.00000 **reading constitutive information** KIM Model name: EAM_Dynamo_Mendelev_Kramer_Cu__MO_945691923444_004 Maximum cut-off distance: 6.0000000000 **global parameter settings** Number of spatial dimensions = 3 Number of dofs per node = 3 Number of nodes per element = 4 Shuffles optimization = OFF Prefer multilattice stress correction = OFF Optimize F and shuffles concurrently = ACTIVATED Use preconditioned CG optimization = ACTIVATED **optimize lattice parameter** Input lattice vectors 0.0000000000000000 2.0000000000000000 2.0000000000000000 2.0000000000000000 0.0000000000000000 2.0000000000000000 2.0000000000000000 2.0000000000000000 0.0000000000000000 Relaxed lattice vectors 0.00000000000000000000 1.81954372850595302857 1.81954372850595302857 1.81954372850595302857 0.00000000000000000000 1.81954372850595302857 1.81954372850595280653 1.81954372850595280653 0.00000000000000000000 **deform crystal** Method: fixed shifts Mode: multiple steps, nsteps = 100 Deformation gradient 0.50000000 -0.50000000 -0.50000000 0.50000000 1.50000000 0.50000000 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) = -0.2725014187 Kirchhoff stress -0.11014E-15 0.35996E-18 0.15186E-17 0.35996E-18 -0.11053E-15 -0.53769E-18 0.15186E-17 0.47245E-19 -0.14814E-15 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08898921 0.79790548 0.79790548 0.00000000 -0.00000000 0.00000000 0.79790548 1.08898921 0.79790548 0.00000000 -0.00000000 0.00000000 0.79790548 0.79790548 1.08898921 -0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.52702062 0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.52702062 -0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.52702062 *** step number: 1 *** Deformation gradient in current step 0.99500000 -0.00500000 -0.00500000 0.00500000 1.00500000 0.00500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2724809432 Kirchhoff stress -0.17132E-02 0.22090E-04 -0.26926E-02 0.22090E-04 0.12104E-02 0.25834E-02 -0.26926E-02 0.25834E-02 -0.15308E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.17912463 0.79742274 0.80991887 -0.00313562 0.01710283 -0.00482392 0.79742274 1.00403424 0.78811334 0.00441195 0.00495466 -0.01434365 0.80991887 0.78811334 1.09180264 0.00046040 0.02131809 -0.01805752 -0.00313562 0.00441195 0.00046040 0.52657372 -0.00464036 0.00476378 0.01710283 0.00495466 0.02131809 -0.00464036 0.53907857 0.00045830 -0.00482392 -0.01434365 -0.01805752 0.00476378 0.00045830 0.51723715 *** step number: 2 *** Deformation gradient in current step 0.99000000 -0.01000000 -0.01000000 0.01000000 1.01000000 0.01000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2724192404 Kirchhoff stress -0.39490E-02 0.85862E-04 -0.55089E-02 0.85862E-04 0.19738E-02 0.50771E-02 -0.55089E-02 0.50771E-02 -0.61081E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.26839190 0.79597516 0.82382514 -0.00483508 0.03591061 -0.00932442 0.79597516 0.93003148 0.78068725 0.00977210 0.00983474 -0.02510303 0.82382514 0.78068725 1.10010833 0.00183273 0.04574584 -0.03287334 -0.00483508 0.00977210 0.00183273 0.52523379 -0.00896524 0.00944635 0.03591061 0.00983474 0.04574584 -0.00896524 0.55308220 0.00182434 -0.00932442 -0.02510303 -0.03287334 0.00944635 0.00182434 0.50987361 *** step number: 3 *** Deformation gradient in current step 0.98500000 -0.01500000 -0.01500000 0.01500000 1.01500000 0.01500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2723155035 Kirchhoff stress -0.66906E-02 0.18395E-03 -0.84569E-02 0.18395E-03 0.23781E-02 0.75030E-02 -0.84569E-02 0.75030E-02 -0.13688E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.35101733 0.79364977 0.83911774 -0.00503546 0.05522702 -0.01332671 0.79364977 0.87189857 0.77551073 0.01568154 0.01443034 -0.03186354 0.83911774 0.77551073 1.11343317 0.00408908 0.07293310 -0.04467864 -0.00503546 0.01568154 0.00408908 0.52308805 -0.01280044 0.01383860 0.05522702 0.01443034 0.07293310 -0.01280044 0.56852468 0.00407024 -0.01332671 -0.03186354 -0.04467864 0.01383860 0.00407024 0.50481431 *** step number: 4 *** 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) = -0.2721684664 Kirchhoff stress -0.98864E-02 0.30455E-03 -0.11537E-01 0.30455E-03 0.25342E-02 0.98824E-02 -0.11537E-01 0.98824E-02 -0.24205E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.42182002 0.79053431 0.85517068 -0.00383555 0.07383253 -0.01667942 0.79053431 0.83283107 0.77221233 0.02165488 0.01855206 -0.03475344 0.85517068 0.77221233 1.13105422 0.00718619 0.10235961 -0.05386455 -0.00383555 0.02165488 0.00718619 0.52022424 -0.01599526 0.01775202 0.07383253 0.01855206 0.10235961 -0.01599526 0.58477974 0.00715287 -0.01667942 -0.03475344 -0.05386455 0.01775202 0.00715287 0.50168839 *** step number: 5 *** Deformation gradient in current step 0.97500000 -0.02500000 -0.02500000 0.02500000 1.02500000 0.02500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2719765407 Kirchhoff stress -0.13454E-01 0.43241E-03 -0.14741E-01 0.43241E-03 0.25616E-02 0.12230E-01 -0.14741E-01 0.12230E-01 -0.37581E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.47650819 0.78675171 0.87125561 -0.00142763 0.09055117 -0.01926195 0.78675171 0.81324500 0.77004397 0.02725049 0.02205798 -0.03473897 0.87125561 0.77004397 1.15193291 0.01107387 0.13334317 -0.06105134 -0.00142763 0.02725049 0.01107387 0.51676514 -0.01842977 0.02104567 0.09055117 0.02205798 0.13334317 -0.01842977 0.60111867 0.01102218 -0.01926195 -0.03473897 -0.06105134 0.02104567 0.01102218 0.49974818 *** step number: 6 *** Deformation gradient in current step 0.97000000 -0.03000000 -0.03000000 0.03000000 1.03000000 0.03000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2717380493 Kirchhoff stress -0.17288E-01 0.55038E-03 -0.18053E-01 0.55038E-03 0.25660E-02 0.14551E-01 -0.18053E-01 0.14551E-01 -0.53744E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.51178949 0.78240960 0.88657716 0.00188789 0.10431040 -0.02098400 0.78240960 0.80959395 0.76790186 0.03212884 0.02488113 -0.03379457 0.88657716 0.76790186 1.17480684 0.01569811 0.16505823 -0.06701420 0.00188789 0.03212884 0.01569811 0.51281825 -0.02001430 0.02365359 0.10431040 0.02488113 0.16505823 -0.02001430 0.61674576 0.01562430 -0.02098400 -0.03379457 -0.06701420 0.02365359 0.01562430 0.49789036 *** step number: 7 *** Deformation gradient in current step 0.96500000 -0.03500000 -0.03500000 0.03500000 1.03500000 0.03500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2714515950 Kirchhoff stress -0.21261E-01 0.64174E-03 -0.21448E-01 0.64174E-03 0.26097E-02 0.16826E-01 -0.21448E-01 0.16826E-01 -0.72647E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.52549588 0.77759344 0.90031225 0.00574589 0.11418720 -0.02178364 0.77759344 0.81285897 0.76422483 0.03622341 0.02707386 -0.03523688 0.90031225 0.76422483 1.19818876 0.02101134 0.19656116 -0.07271910 0.00574589 0.03622341 0.02101134 0.50846891 -0.02068746 0.02562918 0.11418720 0.02707386 0.19656116 -0.02068746 0.63083765 0.02091176 -0.02178364 -0.03523688 -0.07271910 0.02562918 0.02091176 0.49455430 *** step number: 8 *** 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) = -0.2711165726 Kirchhoff stress -0.25238E-01 0.69236E-03 -0.24892E-01 0.69236E-03 0.26979E-02 0.19021E-01 -0.24892E-01 0.19021E-01 -0.94266E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.51653508 0.77235499 0.91161016 0.00973193 0.11940364 -0.02161924 0.77235499 0.81939773 0.75822632 0.03928486 0.02865923 -0.04003875 0.91161016 0.75822632 1.22052842 0.02691454 0.22675745 -0.07887993 0.00973193 0.03928486 0.02691454 0.50376862 -0.02040811 0.02699661 0.11940364 0.02865923 0.22675745 -0.02040811 0.64254339 0.02678569 -0.02161924 -0.04003875 -0.07887993 0.02699661 0.02678569 0.48895381 *** step number: 9 *** Deformation gradient in current step 0.95500000 -0.04500000 -0.04500000 0.04500000 1.04500000 0.04500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2707334032 Kirchhoff stress -0.29077E-01 0.68801E-03 -0.28346E-01 0.68801E-03 0.28478E-02 0.21101E-01 -0.28346E-01 0.21101E-01 -0.11851E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.48489711 0.76670947 0.91966381 0.01340705 0.11937657 -0.02045437 0.76670947 0.83075461 0.74990778 0.04064691 0.02955263 -0.04676289 0.91966381 0.74990778 1.24027587 0.03323113 0.25445688 -0.08594971 0.01340705 0.04064691 0.03323113 0.49873159 -0.01914046 0.02767235 0.11937657 0.02955263 0.25445688 -0.01914046 0.65105548 0.03306966 -0.02045437 -0.04676289 -0.08594971 0.02767235 0.03306966 0.48109005 *** step number: 10 *** Deformation gradient in current step 0.95000000 -0.05000000 -0.05000000 0.05000000 1.05000000 0.05000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2703035057 Kirchhoff stress -0.32638E-01 0.61442E-03 -0.31764E-01 0.61442E-03 0.30646E-02 0.23037E-01 -0.31764E-01 0.23037E-01 -0.14522E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.43151213 0.76058695 0.92368575 0.01632229 0.11367249 -0.01825999 0.76058695 0.84100017 0.73893197 0.03976138 0.02971989 -0.05531202 0.92368575 0.73893197 1.25579139 0.03974500 0.27835308 -0.09442496 0.01632229 0.03976138 0.03974500 0.49328655 -0.01685605 0.02762339 0.11367249 0.02971989 0.27835308 -0.01685605 0.65558595 0.03954773 -0.01825999 -0.05531202 -0.09442496 0.02762339 0.03954773 0.47062511 *** step number: 11 *** Deformation gradient in current step 0.94500000 -0.05500000 -0.05500000 0.05500000 1.05500000 0.05500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2698294097 Kirchhoff stress -0.35787E-01 0.45985E-03 -0.35097E-01 0.45985E-03 0.33306E-02 0.24800E-01 -0.35097E-01 0.24800E-01 -0.17417E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.35825275 0.75432593 0.92299830 0.01815032 0.10205617 -0.01499589 0.75432593 0.84910376 0.72522987 0.03754803 0.02909090 -0.06510559 0.92299830 0.72522987 1.26550954 0.04617236 0.29710445 -0.10462823 0.01815032 0.03754803 0.04617236 0.48777036 -0.01351518 0.02678074 0.10205617 0.02909090 0.29710445 -0.01351518 0.65545638 0.04593628 -0.01499589 -0.06510559 -0.10462823 0.02678074 0.04593628 0.45748911 *** step number: 12 *** 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) = -0.2693147216 Kirchhoff stress -0.38399E-01 0.21889E-03 -0.38294E-01 0.21889E-03 0.36507E-02 0.26369E-01 -0.38294E-01 0.26369E-01 -0.20504E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.26773189 0.74915050 0.91696365 0.01832903 0.08438688 -0.01060813 0.74915050 0.86262640 0.70912672 0.03363961 0.02752454 -0.07488680 0.91696365 0.70912672 1.26791057 0.05212985 0.30924278 -0.11662787 0.01832903 0.03363961 0.05212985 0.48340486 -0.00906431 0.02500439 0.08438688 0.02752454 0.30924278 -0.00906431 0.65002803 0.05185211 -0.01060813 -0.07488680 -0.11662787 0.02500439 0.05185211 0.44200585 *** step number: 13 *** Deformation gradient in current step 0.93500000 -0.06500000 -0.06500000 0.06500000 1.06500000 0.06500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2687638733 Kirchhoff stress -0.40357E-01 -0.11630E-03 -0.41306E-01 -0.11630E-03 0.40628E-02 0.27735E-01 -0.41306E-01 0.27735E-01 -0.23736E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.16313031 0.74602609 0.90508130 0.01628666 0.06065884 -0.00500757 0.74602609 0.88542244 0.69142333 0.02723491 0.02477503 -0.08256703 0.90508130 0.69142333 1.26163914 0.05712403 0.31327105 -0.13018080 0.01628666 0.02723491 0.05712403 0.48115269 -0.00341461 0.02204966 0.06065884 0.02477503 0.31327105 -0.00341461 0.63879915 0.05680196 -0.00500757 -0.08256703 -0.13018080 0.02204966 0.05680196 0.42497430 *** step number: 14 *** Deformation gradient in current step 0.93000000 -0.07000000 -0.07000000 0.07000000 1.07000000 0.07000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2681818244 Kirchhoff stress -0.41559E-01 -0.55520E-03 -0.44085E-01 -0.55520E-03 0.46328E-02 0.28911E-01 -0.44085E-01 0.28911E-01 -0.27051E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04802142 0.74588703 0.88699973 0.01147383 0.03096410 0.00194624 0.74588703 0.92137895 0.67356408 0.01779178 0.02043898 -0.08496933 0.88699973 0.67356408 1.24560894 0.06051931 0.30766129 -0.14461410 0.01147383 0.01779178 0.06051931 0.48194510 0.00357415 0.01751423 0.03096410 0.02043898 0.30766129 0.00357415 0.62141674 0.06015048 0.00194624 -0.08496933 -0.14461410 0.01751423 0.06015048 0.40783668 *** step number: 15 *** Deformation gradient in current step 0.92500000 -0.07500000 -0.07500000 0.07500000 1.07500000 0.07500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2675736680 Kirchhoff stress -0.41917E-01 -0.11110E-02 -0.46589E-01 -0.11110E-02 0.54704E-02 0.29940E-01 -0.46589E-01 0.29940E-01 -0.30360E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92617391 0.74978309 0.86244017 0.00336089 -0.00463235 0.01050126 0.74978309 0.97867417 0.65794518 0.00450563 0.01390065 -0.07851308 0.86244017 0.65794518 1.21890266 0.06154638 0.29076417 -0.15883904 0.00336089 0.00450563 0.06154638 0.48682840 0.01214981 0.01078339 -0.00463235 0.01390065 0.29076417 0.01214981 0.59760027 0.06112856 0.01050126 -0.07851308 -0.15883904 0.01078339 0.06112856 0.39298678 *** step number: 16 *** 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) = -0.2669441010 Kirchhoff stress -0.41367E-01 -0.17942E-02 -0.48783E-01 -0.17942E-02 0.67337E-02 0.30890E-01 -0.48783E-01 0.30890E-01 -0.33557E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80227497 0.75493942 0.83327869 -0.00591344 -0.04279885 0.02005255 0.75493942 1.05494508 0.64489234 -0.00647671 0.00733653 -0.06413590 0.83327869 0.64489234 1.18433865 0.06166441 0.26495811 -0.17147334 -0.00591344 -0.00647671 0.06166441 0.49302391 0.02170744 0.00403461 -0.04279885 0.00733653 0.26495811 0.02170744 0.56922374 0.06119563 0.02005255 -0.06413590 -0.17147334 0.00403461 0.06119563 0.38074749 *** step number: 17 *** Deformation gradient in current step 0.91500000 -0.08500000 -0.08500000 0.08500000 1.08500000 0.08500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2662972091 Kirchhoff stress -0.39965E-01 -0.25368E-02 -0.50663E-01 -0.25368E-02 0.84672E-02 0.31771E-01 -0.50663E-01 0.31771E-01 -0.36627E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.68558635 0.75512575 0.80939476 -0.01117620 -0.07195431 0.02905062 0.75512575 1.13147272 0.63110924 -0.00136803 0.00748374 -0.05074665 0.80939476 0.63110924 1.15610266 0.06535130 0.24424643 -0.18218414 -0.01117620 -0.00136803 0.06535130 0.49429723 0.03069772 0.00400585 -0.07195431 0.00748374 0.24424643 0.03069772 0.54616421 0.06482988 0.02905062 -0.05074665 -0.18218414 0.00400585 0.06482988 0.36781937 *** step number: 18 *** Deformation gradient in current step 0.91000000 -0.09000000 -0.09000000 0.09000000 1.09000000 0.09000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2656364637 Kirchhoff stress -0.37840E-01 -0.32410E-02 -0.52257E-01 -0.32410E-02 0.10683E-01 0.32568E-01 -0.52257E-01 0.32568E-01 -0.39614E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.57929263 0.75169495 0.79158071 -0.01294750 -0.09196710 0.03797662 0.75169495 1.21433252 0.61828861 0.01814925 0.01376196 -0.03617126 0.79158071 0.61828861 1.13705591 0.07187169 0.22833168 -0.18978022 -0.01294750 0.01814925 0.07187169 0.49199762 0.03960200 0.01011763 -0.09196710 0.01376196 0.22833168 0.03960200 0.52921218 0.07129621 0.03797662 -0.03617126 -0.18978022 0.01011763 0.07129621 0.35589263 *** step number: 19 *** Deformation gradient in current step 0.90500000 -0.09500000 -0.09500000 0.09500000 1.09500000 0.09500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2649645774 Kirchhoff stress -0.35123E-01 -0.38560E-02 -0.53615E-01 -0.38560E-02 0.13322E-01 0.33250E-01 -0.53615E-01 0.33250E-01 -0.42561E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.48524499 0.74307529 0.77904802 -0.01277887 -0.10411991 0.04605541 0.74307529 1.26764384 0.60101708 0.03847957 0.02038439 -0.03529066 0.77904802 0.60101708 1.12636577 0.07817057 0.21481817 -0.19627381 -0.01277887 0.03847957 0.07817057 0.48461487 0.04764501 0.01658488 -0.10411991 0.02038439 0.21481817 0.04764501 0.51764305 0.07754007 0.04605541 -0.03529066 -0.19627381 0.01658488 0.07754007 0.33961711 *** step number: 20 *** 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) = -0.2642844502 Kirchhoff stress -0.31952E-01 -0.44011E-02 -0.54809E-01 -0.44011E-02 0.16147E-01 0.33716E-01 -0.54809E-01 0.33716E-01 -0.45520E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.40515055 0.73039997 0.77169904 -0.01140795 -0.10945431 0.05369406 0.73039997 1.28411874 0.57941740 0.05513318 0.02542353 -0.05043355 0.77169904 0.57941740 1.12424611 0.08293485 0.20213501 -0.20129912 -0.01140795 0.05513318 0.08293485 0.47321238 0.05523460 0.02147993 -0.10945431 0.02542353 0.20213501 0.05523460 0.51129044 0.08224852 0.05369406 -0.05043355 -0.20129912 0.02147993 0.08224852 0.31904619 *** step number: 21 *** Deformation gradient in current step 0.89500000 -0.10500000 -0.10500000 0.10500000 1.10500000 0.10500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2635995521 Kirchhoff stress -0.28454E-01 -0.49037E-02 -0.55914E-01 -0.49037E-02 0.18950E-01 0.33891E-01 -0.55914E-01 0.33891E-01 -0.48523E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.34019995 0.71576100 0.76956920 -0.00930334 -0.10907034 0.06177264 0.71576100 1.27263300 0.55642696 0.06825076 0.02880576 -0.07698530 0.76956920 0.55642696 1.13143569 0.08566778 0.18904869 -0.20319237 -0.00930334 0.06825076 0.08566778 0.45987692 0.06325129 0.02472979 -0.10907034 0.02880576 0.18904869 0.06325129 0.51018612 0.08492505 0.06177264 -0.07698530 -0.20319237 0.02472979 0.08492505 0.29711298 *** step number: 22 *** Deformation gradient in current step 0.89000000 -0.11000000 -0.11000000 0.11000000 1.11000000 0.11000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2629136037 Kirchhoff stress -0.24736E-01 -0.53923E-02 -0.57000E-01 -0.53923E-02 0.21575E-01 0.33737E-01 -0.57000E-01 0.33737E-01 -0.51571E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.29072063 0.70081753 0.77226578 -0.00690382 -0.10401909 0.07083749 0.70081753 1.24173078 0.53445623 0.07810441 0.03060042 -0.11066004 0.77226578 0.53445623 1.14764741 0.08626957 0.17503585 -0.20095287 -0.00690382 0.07810441 0.08626957 0.44626218 0.07224192 0.02640437 -0.10401909 0.03060042 0.17503585 0.07224192 0.51393349 0.08547014 0.07083749 -0.11066004 -0.20095287 0.02640437 0.08547014 0.27622351 *** step number: 23 *** Deformation gradient in current step 0.88500000 -0.11500000 -0.11500000 0.11500000 1.11500000 0.11500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2622303513 Kirchhoff stress -0.20890E-01 -0.58831E-02 -0.58100E-01 -0.58831E-02 0.23910E-01 0.33219E-01 -0.58100E-01 0.33219E-01 -0.54672E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.25228887 0.68522894 0.77356910 -0.00264840 -0.09492976 0.07913487 0.68522894 1.19788943 0.51138024 0.08656259 0.03330631 -0.15003156 0.77356910 0.51138024 1.16048750 0.08918273 0.16522693 -0.20027710 -0.00264840 0.08656259 0.08918273 0.43202192 0.08045335 0.02900284 -0.09492976 0.03330631 0.16522693 0.08045335 0.51630869 0.08832654 0.07913487 -0.15003156 -0.20027710 0.02900284 0.08832654 0.25424821 *** step number: 24 *** 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) = -0.2615537927 Kirchhoff stress -0.16995E-01 -0.63732E-02 -0.59198E-01 -0.63732E-02 0.25873E-01 0.32301E-01 -0.59198E-01 0.32301E-01 -0.57857E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.22467717 0.66976712 0.77286619 0.00284018 -0.08176302 0.08615940 0.66976712 1.14812641 0.48826265 0.09423853 0.03747739 -0.19211415 0.77286619 0.48826265 1.16847995 0.09493325 0.16080170 -0.20169386 0.00284018 0.09423853 0.09493325 0.41792206 0.08738092 0.03307928 -0.08176302 0.03747739 0.16080170 0.08738092 0.51669399 0.09402054 0.08615940 -0.19211415 -0.20169386 0.03307928 0.09402054 0.23224589 *** step number: 25 *** Deformation gradient in current step 0.87500000 -0.12500000 -0.12500000 0.12500000 1.12500000 0.12500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2608879972 Kirchhoff stress -0.13137E-01 -0.68504E-02 -0.60289E-01 -0.68504E-02 0.27428E-01 0.30973E-01 -0.60289E-01 0.30973E-01 -0.61151E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.20929208 0.65543064 0.77196908 0.00797370 -0.06395746 0.09175997 0.65543064 1.09884440 0.46699621 0.10124540 0.04292476 -0.23382979 0.77196908 0.46699621 1.17421206 0.10257890 0.16191796 -0.20412318 0.00797370 0.10124540 0.10257890 0.40495532 0.09287428 0.03844475 -0.06395746 0.04292476 0.16191796 0.09287428 0.51689663 0.10161020 0.09175997 -0.23382979 -0.20412318 0.03844475 0.10161020 0.21210455 *** step number: 26 *** Deformation gradient in current step 0.87000000 -0.13000000 -0.13000000 0.13000000 1.13000000 0.13000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2602366555 Kirchhoff stress -0.93957E-02 -0.72956E-02 -0.61380E-01 -0.72956E-02 0.28577E-01 0.29254E-01 -0.61380E-01 0.29254E-01 -0.64572E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.20517851 0.64281739 0.77158041 0.01141937 -0.04240169 0.09590024 0.64281739 1.05504123 0.44874511 0.10779471 0.04943876 -0.27300716 0.77158041 0.44874511 1.17927464 0.11150302 0.16814205 -0.20679973 0.01141937 0.10779471 0.11150302 0.39371393 0.09689788 0.04488956 -0.04240169 0.04943876 0.16814205 0.09689788 0.51761464 0.11047905 0.09590024 -0.27300716 -0.20679973 0.04488956 0.11047905 0.19498376 *** step number: 27 *** Deformation gradient in current step 0.86500000 -0.13500000 -0.13500000 0.13500000 1.13500000 0.13500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2596028561 Kirchhoff stress -0.58325E-02 -0.76832E-02 -0.62474E-01 -0.76832E-02 0.29350E-01 0.27174E-01 -0.62474E-01 0.27174E-01 -0.68131E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.20955367 0.63212075 0.77157744 0.01196027 -0.01901973 0.09854504 0.63212075 1.01977173 0.43376960 0.11424142 0.05690533 -0.30870782 0.77157744 0.43376960 1.18437891 0.12141423 0.17873329 -0.20944682 0.01196027 0.11424142 0.12141423 0.38438584 0.09941738 0.05229954 -0.01901973 0.05690533 0.17873329 0.09941738 0.51872076 0.12033594 0.09854504 -0.30870782 -0.20944682 0.05229954 0.12033594 0.18113932 *** step number: 28 *** 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) = -0.2589891098 Kirchhoff stress -0.24799E-02 -0.79793E-02 -0.63564E-01 -0.79793E-02 0.29788E-01 0.24764E-01 -0.63564E-01 0.24764E-01 -0.71833E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.21825444 0.62315261 0.77113010 0.00841565 0.00349763 0.09953293 0.62315261 0.99370599 0.42121175 0.12125509 0.06542248 -0.34157838 0.77113010 0.42121175 1.18924644 0.13233074 0.19274449 -0.21250519 0.00841565 0.12125509 0.13233074 0.37677765 0.10027221 0.06077254 0.00349763 0.06542248 0.19274449 0.10027221 0.51938050 0.13119919 0.09953293 -0.34157838 -0.21250519 0.06077254 0.13119919 0.16970901 *** step number: 29 *** Deformation gradient in current step 0.85500000 -0.14500000 -0.14500000 0.14500000 1.14500000 0.14500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2583976037 Kirchhoff stress 0.66454E-03 -0.81401E-02 -0.64617E-01 -0.81401E-02 0.29935E-01 0.22051E-01 -0.64617E-01 0.22051E-01 -0.75679E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.22611438 0.61550194 0.76903217 -0.00046654 0.02197682 0.09865297 0.61550194 0.97852001 0.41130867 0.12902952 0.07473820 -0.37109212 0.76903217 0.41130867 1.19415464 0.14408733 0.20885452 -0.21541536 -0.00046654 0.12902952 0.14408733 0.37047326 0.09925227 0.07005642 0.02197682 0.07473820 0.20885452 0.09925227 0.51838337 0.14290367 0.09865297 -0.37109212 -0.21541536 0.07005642 0.14290367 0.16092579 *** step number: 30 *** Deformation gradient in current step 0.85000000 -0.15000000 -0.15000000 0.15000000 1.15000000 0.15000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2578303476 Kirchhoff stress 0.36439E-02 -0.81206E-02 -0.65590E-01 -0.81206E-02 0.29872E-01 0.19087E-01 -0.65590E-01 0.19087E-01 -0.79636E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.22725761 0.60866256 0.76384069 -0.01606879 0.03293486 0.09568826 0.60866256 0.97883142 0.40641090 0.13682051 0.08388408 -0.39413453 0.76384069 0.40641090 1.20046464 0.15600277 0.22521022 -0.21589410 -0.01606879 0.13682051 0.15600277 0.36500317 0.09614116 0.07918341 0.03293486 0.08388408 0.22521022 0.09614116 0.51432498 0.15476853 0.09568826 -0.39413453 -0.21589410 0.07918341 0.15476853 0.15717850 *** step number: 31 *** Deformation gradient in current step 0.84500000 -0.15500000 -0.15500000 0.15500000 1.15500000 0.15500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2572891202 Kirchhoff stress 0.65423E-02 -0.78732E-02 -0.66417E-01 -0.78732E-02 0.29714E-01 0.15942E-01 -0.66417E-01 0.15942E-01 -0.83639E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.21544078 0.60183267 0.75393702 -0.03985941 0.03283768 0.09015971 0.60183267 0.99599552 0.40729762 0.14429061 0.09225756 -0.40986790 0.75393702 0.40729762 1.20851815 0.16769158 0.24019096 -0.21290973 -0.03985941 0.14429061 0.16769158 0.35954878 0.09046041 0.08755059 0.03283768 0.09225756 0.24019096 0.09046041 0.50557052 0.16640841 0.09015971 -0.40986790 -0.21290973 0.08755059 0.16640841 0.15922985 *** step number: 32 *** 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) = -0.2567755764 Kirchhoff stress 0.94836E-02 -0.73450E-02 -0.67015E-01 -0.73450E-02 0.29595E-01 0.12704E-01 -0.67015E-01 0.12704E-01 -0.87600E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.18424292 0.59401953 0.73768360 -0.07339853 0.01824990 0.08141212 0.59401953 1.03064344 0.41472704 0.15099854 0.09921013 -0.41773668 0.73768360 0.41472704 1.21865605 0.17872409 0.25224489 -0.20545106 -0.07339853 0.15099854 0.17872409 0.35308027 0.08155544 0.09450864 0.01824990 0.09921013 0.25224489 0.08155544 0.49044541 0.17739360 0.08141212 -0.41773668 -0.20545106 0.09450864 0.17739360 0.16780077 *** step number: 33 *** Deformation gradient in current step 0.83500000 -0.16500000 -0.16500000 0.16500000 1.16500000 0.16500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2562913578 Kirchhoff stress 0.12605E-01 -0.64839E-02 -0.67293E-01 -0.64839E-02 0.29660E-01 0.94681E-02 -0.67293E-01 0.94681E-02 -0.91408E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.14345309 0.58531382 0.71639742 -0.11372251 -0.00710600 0.07056463 0.58531382 1.08286541 0.42964249 0.15681219 0.10460031 -0.41727986 0.71639742 0.42964249 1.23172628 0.18943577 0.26116576 -0.19218133 -0.11372251 0.15681219 0.18943577 0.34568309 0.07054593 0.09991587 -0.00710600 0.10460031 0.26116576 0.07054593 0.47026207 0.18805969 0.07056463 -0.41727986 -0.19218133 0.09991587 0.18805969 0.18382967 *** step number: 34 *** Deformation gradient in current step 0.83000000 -0.17000000 -0.17000000 0.17000000 1.17000000 0.17000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2558374913 Kirchhoff stress 0.15847E-01 -0.52999E-02 -0.67241E-01 -0.52999E-02 0.30048E-01 0.63141E-02 -0.67241E-01 0.63141E-02 -0.94974E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.13086007 0.57830783 0.69697171 -0.14863446 -0.02696759 0.06264116 0.57830783 1.15236986 0.45354027 0.16250089 0.10942774 -0.40780256 0.69697171 0.45354027 1.24998922 0.20185229 0.26888906 -0.17088537 -0.14863446 0.16250089 0.20185229 0.33994437 0.06245632 0.10477165 -0.02696759 0.10942774 0.26888906 0.06245632 0.45190918 0.20043243 0.06264116 -0.40780256 -0.17088537 0.10477165 0.20043243 0.20880802 *** step number: 35 *** Deformation gradient in current step 0.82500000 -0.17500000 -0.17500000 0.17500000 1.17500000 0.17500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2554132453 Kirchhoff stress 0.19076E-01 -0.38467E-02 -0.66890E-01 -0.38467E-02 0.30895E-01 0.33120E-02 -0.66890E-01 0.33120E-02 -0.98204E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.13899065 0.57206423 0.67819515 -0.17649879 -0.04379572 0.05807000 0.57206423 1.23732929 0.48628546 0.16828382 0.11310464 -0.38985704 0.67819515 0.48628546 1.27132285 0.21592346 0.27332061 -0.14128265 -0.17649879 0.16828382 0.21592346 0.33492168 0.05771549 0.10848790 -0.04379572 0.11310464 0.27332061 0.05771549 0.43417081 0.21446176 0.05807000 -0.38985704 -0.14128265 0.10848790 0.21446176 0.24259604 *** step number: 36 *** 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) = -0.2550163595 Kirchhoff stress 0.22207E-01 -0.21882E-02 -0.66261E-01 -0.21882E-02 0.32287E-01 0.48773E-03 -0.66261E-01 0.48773E-03 -0.10104E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.16135732 0.56622111 0.65923899 -0.19829918 -0.05921644 0.05597406 0.56622111 1.32514751 0.51648708 0.17158181 0.11426563 -0.37268699 0.65923899 0.51648708 1.28132087 0.22917216 0.27194799 -0.11608932 -0.19829918 0.17158181 0.22917216 0.33024807 0.05544689 0.10969888 -0.05921644 0.11426563 0.27194799 0.05544689 0.41621358 0.22767072 0.05597406 -0.37268699 -0.11608932 0.10969888 0.22767072 0.27379796 *** step number: 37 *** Deformation gradient in current step 0.81500000 -0.18500000 -0.18500000 0.18500000 1.18500000 0.18500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2546439978 Kirchhoff stress 0.25189E-01 -0.39936E-03 -0.65379E-01 -0.39936E-03 0.34209E-01 -0.21916E-02 -0.65379E-01 -0.21916E-02 -0.10353E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.19188304 0.56003923 0.63983635 -0.21494531 -0.07413968 0.05602991 0.56003923 1.39898019 0.53933752 0.16870587 0.11415094 -0.35488419 0.63983635 0.53933752 1.27794947 0.24051000 0.26497647 -0.09725533 -0.21494531 0.16870587 0.24051000 0.32517952 0.05532771 0.10964443 -0.07413968 0.11415094 0.26497647 0.05532771 0.39776615 0.23897106 0.05602991 -0.35488419 -0.09725533 0.10964443 0.23897106 0.29760154 *** step number: 38 *** Deformation gradient in current step 0.81000000 -0.19000000 -0.19000000 0.19000000 1.19000000 0.19000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2542934322 Kirchhoff stress 0.28001E-01 0.14458E-02 -0.64260E-01 0.14458E-02 0.36593E-01 -0.47562E-02 -0.64260E-01 -0.47562E-02 -0.10568E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.22437292 0.55353046 0.62007671 -0.22660679 -0.08926392 0.05772399 0.55353046 1.45475823 0.55514915 0.15965139 0.11317677 -0.33691025 0.62007671 0.55514915 1.26374811 0.25003403 0.25308814 -0.08377133 -0.22660679 0.15965139 0.25003403 0.31972339 0.05684492 0.10874037 -0.08926392 0.11317677 0.25308814 0.05684492 0.37891377 0.24845996 0.05772399 -0.33691025 -0.08377133 0.10874037 0.24845996 0.31431477 *** step number: 39 *** Deformation gradient in current step 0.80500000 -0.19500000 -0.19500000 0.19500000 1.19500000 0.19500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2539623840 Kirchhoff stress 0.30656E-01 0.32796E-02 -0.62916E-01 0.32796E-02 0.39353E-01 -0.72368E-02 -0.62916E-01 -0.72368E-02 -0.10755E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.25229470 0.54668421 0.60014165 -0.23299285 -0.10503607 0.06056523 0.54668421 1.49009818 0.56454487 0.14508062 0.11156841 -0.31973856 0.60014165 0.56454487 1.24108578 0.25792407 0.23693447 -0.07470432 -0.23299285 0.14508062 0.25792407 0.31386480 0.05950802 0.10721161 -0.10503607 0.11156841 0.23693447 0.05950802 0.35983392 0.25631735 0.06056523 -0.31973856 -0.07470432 0.10721161 0.25631735 0.32455633 *** step number: 40 *** 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) = -0.2536493092 Kirchhoff stress 0.33201E-01 0.50400E-02 -0.61355E-01 0.50400E-02 0.42384E-01 -0.96642E-02 -0.61355E-01 -0.96642E-02 -0.10917E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.26868605 0.53940333 0.58030808 -0.23342282 -0.12165836 0.06413865 0.53940333 1.50316997 0.56822423 0.12591833 0.10952985 -0.30419453 0.58030808 0.56822423 1.21222026 0.26437487 0.21721620 -0.06907896 -0.23342282 0.12591833 0.26437487 0.30750263 0.06290256 0.10526178 -0.12165836 0.10952985 0.21721620 0.06290256 0.34079968 0.26273806 0.06413865 -0.30419453 -0.06907896 0.10526178 0.26273806 0.32902182 *** step number: 41 *** Deformation gradient in current step 0.79500000 -0.20500000 -0.20500000 0.20500000 1.20500000 0.20500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2533536598 Kirchhoff stress 0.35721E-01 0.66708E-02 -0.59585E-01 0.66708E-02 0.45568E-01 -0.12069E-01 -0.59585E-01 -0.12069E-01 -0.11055E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.26283774 0.53131706 0.56090510 -0.22769884 -0.13914352 0.06809036 0.53131706 1.49289408 0.56693850 0.10327468 0.10723983 -0.29093401 0.56090510 0.56693850 1.17921768 0.26956959 0.19463401 -0.06594223 -0.22769884 0.10327468 0.26956959 0.30026228 0.06667515 0.10306925 -0.13914352 0.10723983 0.19463401 0.06667515 0.32213640 0.26790536 0.06809036 -0.29093401 -0.06594223 0.10306925 0.26790536 0.32845864 *** step number: 42 *** Deformation gradient in current step 0.79000000 -0.21000000 -0.21000000 0.21000000 1.21000000 0.21000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2530761689 Kirchhoff stress 0.38353E-01 0.81246E-02 -0.57614E-01 0.81246E-02 0.48780E-01 -0.14480E-01 -0.57614E-01 -0.14480E-01 -0.11172E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.22614963 0.52218868 0.54230940 -0.21469209 -0.15734999 0.07212940 0.52218868 1.45935704 0.56148801 0.07857330 0.10485383 -0.28042266 0.54230940 0.56148801 1.14398359 0.27368457 0.16990611 -0.06437629 -0.21469209 0.07857330 0.27368457 0.29190324 0.07053526 0.10078916 -0.15734999 0.10485383 0.16990611 0.07053526 0.30421705 0.27199561 0.07212940 -0.28042266 -0.06437629 0.10078916 0.27199561 0.32366345 *** step number: 43 *** Deformation gradient in current step 0.78500000 -0.21500000 -0.21500000 0.21500000 1.21500000 0.21500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2528190417 Kirchhoff stress 0.41250E-01 0.93560E-02 -0.55450E-01 0.93560E-02 0.51894E-01 -0.16924E-01 -0.55450E-01 -0.16924E-01 -0.11270E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.16288621 0.51258062 0.52495222 -0.19365561 -0.17600173 0.07603498 0.51258062 1.40409014 0.55273132 0.05347797 0.10250955 -0.27289051 0.52495222 0.55273132 1.10833394 0.27689924 0.14380068 -0.06348310 -0.19365561 0.05347797 0.27689924 0.28298444 0.07426256 0.09855887 -0.17600173 0.10250955 0.14380068 0.07426256 0.28746938 0.27518828 0.07603498 -0.27289051 -0.06348310 0.09855887 0.27518828 0.31549147 *** step number: 44 *** 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) = -0.2525857179 Kirchhoff stress 0.44426E-01 0.10355E-01 -0.53101E-01 0.10355E-01 0.54780E-01 -0.19424E-01 -0.53101E-01 -0.19424E-01 -0.11352E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.12248770 0.50504773 0.50870125 -0.17545940 -0.19647298 0.07970310 0.50504773 1.32732253 0.54155178 0.02811827 0.10030891 -0.26832965 0.50870125 0.54155178 1.07381867 0.27938590 0.11686875 -0.06244481 -0.17545940 0.02811827 0.27938590 0.27605748 0.07775350 0.09647997 -0.19647298 0.10030891 0.11686875 0.07775350 0.27175778 0.27765567 0.07970310 -0.26832965 -0.06244481 0.09647997 0.27765567 0.30482295 *** step number: 45 *** Deformation gradient in current step 0.77500000 -0.22500000 -0.22500000 0.22500000 1.22500000 0.22500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2523800417 Kirchhoff stress 0.47754E-01 0.11147E-01 -0.50565E-01 0.11147E-01 0.57298E-01 -0.21998E-01 -0.50565E-01 -0.21998E-01 -0.11417E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.11376856 0.49953201 0.49409559 -0.16095694 -0.21789293 0.08297182 0.49953201 1.22921174 0.52884758 0.00275998 0.09832762 -0.26648077 0.49409559 0.52884758 1.04187376 0.28126209 0.08986044 -0.06053716 -0.16095694 0.00275998 0.28126209 0.27107053 0.08084665 0.09462778 -0.21789293 0.09832762 0.08986044 0.08084665 0.25762784 0.27951545 0.08297182 -0.26648077 -0.06053716 0.09462778 0.27951545 0.29256319 *** step number: 46 *** Deformation gradient in current step 0.77000000 -0.23000000 -0.23000000 0.23000000 1.23000000 0.23000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2522058359 Kirchhoff stress 0.51065E-01 0.11757E-01 -0.47861E-01 0.11757E-01 0.59317E-01 -0.24658E-01 -0.47861E-01 -0.24658E-01 -0.11468E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.14059783 0.49564533 0.48236713 -0.14884891 -0.23717430 0.08568736 0.49564533 1.11225216 0.51553677 -0.02177585 0.09660861 -0.26683108 0.48236713 0.51553677 1.01385201 0.28261488 0.06373088 -0.05712314 -0.14884891 -0.02177585 0.28261488 0.26763548 0.08338873 0.09304475 -0.23717430 0.09660861 0.06373088 0.08338873 0.24631170 0.28085482 0.08568736 -0.26683108 -0.05712314 0.09304475 0.28085482 0.27963096 *** step number: 47 *** Deformation gradient in current step 0.76500000 -0.23500000 -0.23500000 0.23500000 1.23500000 0.23500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2520665386 Kirchhoff stress 0.54171E-01 0.12207E-01 -0.45023E-01 0.12207E-01 0.60725E-01 -0.27408E-01 -0.45023E-01 -0.27408E-01 -0.11505E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.20221729 0.49304175 0.47428488 -0.13783633 -0.25260886 0.08783768 0.49304175 0.98010837 0.50254050 -0.04479983 0.09515703 -0.26864323 0.47428488 0.50254050 0.99088477 0.28354206 0.03924553 -0.05166493 -0.13783633 -0.04479983 0.28354206 0.26538606 0.08536798 0.09173522 -0.25260886 0.09515703 0.03924553 0.08536798 0.23855746 0.28177151 0.08783768 -0.26864323 -0.05166493 0.09173522 0.28177151 0.26692702 *** step number: 48 *** 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) = -0.2519649662 Kirchhoff stress 0.56894E-01 0.12515E-01 -0.42091E-01 0.12515E-01 0.61437E-01 -0.30244E-01 -0.42091E-01 -0.30244E-01 -0.11531E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.29463305 0.49141928 0.47020612 -0.12673507 -0.26353425 0.08950067 0.49141928 0.83764148 0.49073810 -0.06578478 0.09393865 -0.27097563 0.47020612 0.49073810 0.97386853 0.28413587 0.01700009 -0.04372228 -0.12673507 -0.06578478 0.28413587 0.26401816 0.08686273 0.09066444 -0.26353425 0.09393865 0.01700009 0.08686273 0.23472026 0.28235782 0.08950067 -0.27097563 -0.04372228 0.09066444 0.28235782 0.25532901 *** step number: 49 *** Deformation gradient in current step 0.75500000 -0.24500000 -0.24500000 0.24500000 1.24500000 0.24500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2519031850 Kirchhoff stress 0.59077E-01 0.12694E-01 -0.39110E-01 0.12694E-01 0.61401E-01 -0.33154E-01 -0.39110E-01 -0.33154E-01 -0.11546E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.41173803 0.49054081 0.47014429 -0.11457734 -0.27006231 0.09079444 0.49054081 0.69077522 0.48093509 -0.08441695 0.09287723 -0.27275235 0.47014429 0.48093509 0.96338844 0.28445669 -0.00261018 -0.03300387 -0.11457734 -0.08441695 0.28445669 0.26329308 0.08799148 0.08975569 -0.27006231 0.09287723 -0.00261018 0.08799148 0.23481187 0.28267413 0.09079444 -0.27275235 -0.03300387 0.08975569 0.28267413 0.24564131 *** step number: 50 *** Deformation gradient in current step 0.75000000 -0.25000000 -0.25000000 0.25000000 1.25000000 0.25000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2518824511 Kirchhoff stress 0.60605E-01 0.12753E-01 -0.36119E-01 0.12753E-01 0.60605E-01 -0.36119E-01 -0.36119E-01 -0.36119E-01 -0.11551E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.54632150 0.49026303 0.47386842 -0.10062458 -0.27281873 0.09187154 0.49026303 0.54632150 0.47386842 -0.10062458 0.09187154 -0.27281873 0.47386842 0.47386842 0.95985244 0.28455778 -0.01931409 -0.01931409 -0.10062458 -0.10062458 0.28455778 0.26306654 0.08890724 0.08890724 -0.27281873 0.09187154 -0.01931409 0.08890724 0.23860020 0.28277372 0.09187154 -0.27281873 -0.01931409 0.08890724 0.28277372 0.23860020 *** step number: 51 *** Deformation gradient in current step 0.74500000 -0.25500000 -0.25500000 0.25500000 1.25500000 0.25500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2519031850 Kirchhoff stress 0.61401E-01 0.12694E-01 -0.33154E-01 0.12694E-01 0.59077E-01 -0.39110E-01 -0.33154E-01 -0.39110E-01 -0.11546E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.69077522 0.49054081 0.48093509 -0.08441695 -0.27275235 0.09287723 0.49054081 0.41173803 0.47014429 -0.11457734 0.09079444 -0.27006231 0.48093509 0.47014429 0.96338844 0.28445669 -0.03300387 -0.00261018 -0.08441695 -0.11457734 0.28445669 0.26329308 0.08975569 0.08799148 -0.27275235 0.09079444 -0.03300387 0.08975569 0.24564131 0.28267413 0.09287723 -0.27006231 -0.00261018 0.08799148 0.28267413 0.23481187 *** step number: 52 *** 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) = -0.2519649662 Kirchhoff stress 0.61437E-01 0.12515E-01 -0.30244E-01 0.12515E-01 0.56894E-01 -0.42091E-01 -0.30244E-01 -0.42091E-01 -0.11531E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83764148 0.49141928 0.49073810 -0.06578478 -0.27097563 0.09393865 0.49141928 0.29463305 0.47020612 -0.12673507 0.08950067 -0.26353425 0.49073810 0.47020612 0.97386853 0.28413587 -0.04372228 0.01700009 -0.06578478 -0.12673507 0.28413587 0.26401816 0.09066444 0.08686273 -0.27097563 0.08950067 -0.04372228 0.09066444 0.25532901 0.28235782 0.09393865 -0.26353425 0.01700009 0.08686273 0.28235782 0.23472026 *** step number: 53 *** Deformation gradient in current step 0.73500000 -0.26500000 -0.26500000 0.26500000 1.26500000 0.26500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2520665386 Kirchhoff stress 0.60725E-01 0.12207E-01 -0.27408E-01 0.12207E-01 0.54171E-01 -0.45023E-01 -0.27408E-01 -0.45023E-01 -0.11505E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98010837 0.49304175 0.50254050 -0.04479983 -0.26864323 0.09515703 0.49304175 0.20221729 0.47428488 -0.13783633 0.08783768 -0.25260886 0.50254050 0.47428488 0.99088477 0.28354206 -0.05166493 0.03924553 -0.04479983 -0.13783633 0.28354206 0.26538606 0.09173522 0.08536798 -0.26864323 0.08783768 -0.05166493 0.09173522 0.26692702 0.28177151 0.09515703 -0.25260886 0.03924553 0.08536798 0.28177151 0.23855746 *** step number: 54 *** Deformation gradient in current step 0.73000000 -0.27000000 -0.27000000 0.27000000 1.27000000 0.27000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2522058359 Kirchhoff stress 0.59317E-01 0.11757E-01 -0.24658E-01 0.11757E-01 0.51065E-01 -0.47861E-01 -0.24658E-01 -0.47861E-01 -0.11468E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11225216 0.49564533 0.51553677 -0.02177585 -0.26683108 0.09660861 0.49564533 0.14059783 0.48236713 -0.14884891 0.08568736 -0.23717430 0.51553677 0.48236713 1.01385201 0.28261488 -0.05712314 0.06373088 -0.02177585 -0.14884891 0.28261488 0.26763548 0.09304475 0.08338873 -0.26683108 0.08568736 -0.05712314 0.09304475 0.27963096 0.28085482 0.09660861 -0.23717430 0.06373088 0.08338873 0.28085482 0.24631170 *** step number: 55 *** Deformation gradient in current step 0.72500000 -0.27500000 -0.27500000 0.27500000 1.27500000 0.27500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2523800417 Kirchhoff stress 0.57298E-01 0.11147E-01 -0.21998E-01 0.11147E-01 0.47754E-01 -0.50565E-01 -0.21998E-01 -0.50565E-01 -0.11417E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.22921174 0.49953201 0.52884758 0.00275998 -0.26648077 0.09832762 0.49953201 0.11376856 0.49409559 -0.16095694 0.08297182 -0.21789293 0.52884758 0.49409559 1.04187376 0.28126209 -0.06053716 0.08986044 0.00275998 -0.16095694 0.28126209 0.27107053 0.09462778 0.08084665 -0.26648077 0.08297182 -0.06053716 0.09462778 0.29256319 0.27951545 0.09832762 -0.21789293 0.08986044 0.08084665 0.27951545 0.25762784 *** step number: 56 *** 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) = -0.2525857179 Kirchhoff stress 0.54780E-01 0.10355E-01 -0.19424E-01 0.10355E-01 0.44426E-01 -0.53101E-01 -0.19424E-01 -0.53101E-01 -0.11352E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.32732253 0.50504773 0.54155178 0.02811827 -0.26832965 0.10030891 0.50504773 0.12248770 0.50870125 -0.17545940 0.07970310 -0.19647298 0.54155178 0.50870125 1.07381867 0.27938590 -0.06244481 0.11686875 0.02811827 -0.17545940 0.27938590 0.27605748 0.09647997 0.07775350 -0.26832965 0.07970310 -0.06244481 0.09647997 0.30482295 0.27765567 0.10030891 -0.19647298 0.11686875 0.07775350 0.27765567 0.27175778 *** step number: 57 *** Deformation gradient in current step 0.71500000 -0.28500000 -0.28500000 0.28500000 1.28500000 0.28500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2528190417 Kirchhoff stress 0.51894E-01 0.93560E-02 -0.16924E-01 0.93560E-02 0.41250E-01 -0.55450E-01 -0.16924E-01 -0.55450E-01 -0.11270E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.40409014 0.51258062 0.55273132 0.05347797 -0.27289051 0.10250955 0.51258062 0.16288621 0.52495222 -0.19365561 0.07603498 -0.17600173 0.55273132 0.52495222 1.10833394 0.27689924 -0.06348310 0.14380068 0.05347797 -0.19365561 0.27689924 0.28298444 0.09855887 0.07426256 -0.27289051 0.07603498 -0.06348310 0.09855887 0.31549147 0.27518828 0.10250955 -0.17600173 0.14380068 0.07426256 0.27518828 0.28746938 *** step number: 58 *** Deformation gradient in current step 0.71000000 -0.29000000 -0.29000000 0.29000000 1.29000000 0.29000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2530761689 Kirchhoff stress 0.48780E-01 0.81246E-02 -0.14480E-01 0.81246E-02 0.38353E-01 -0.57614E-01 -0.14480E-01 -0.57614E-01 -0.11172E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.45935704 0.52218868 0.56148801 0.07857330 -0.28042266 0.10485383 0.52218868 0.22614963 0.54230940 -0.21469209 0.07212940 -0.15734999 0.56148801 0.54230940 1.14398359 0.27368457 -0.06437629 0.16990611 0.07857330 -0.21469209 0.27368457 0.29190324 0.10078916 0.07053526 -0.28042266 0.07212940 -0.06437629 0.10078916 0.32366345 0.27199561 0.10485383 -0.15734999 0.16990611 0.07053526 0.27199561 0.30421705 *** step number: 59 *** Deformation gradient in current step 0.70500000 -0.29500000 -0.29500000 0.29500000 1.29500000 0.29500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2533536598 Kirchhoff stress 0.45568E-01 0.66708E-02 -0.12069E-01 0.66708E-02 0.35721E-01 -0.59585E-01 -0.12069E-01 -0.59585E-01 -0.11055E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.49289408 0.53131706 0.56693850 0.10327468 -0.29093401 0.10723983 0.53131706 0.26283774 0.56090510 -0.22769884 0.06809036 -0.13914352 0.56693850 0.56090510 1.17921768 0.26956959 -0.06594223 0.19463401 0.10327468 -0.22769884 0.26956959 0.30026228 0.10306925 0.06667515 -0.29093401 0.06809036 -0.06594223 0.10306925 0.32845864 0.26790536 0.10723983 -0.13914352 0.19463401 0.06667515 0.26790536 0.32213640 *** step number: 60 *** 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) = -0.2536493092 Kirchhoff stress 0.42384E-01 0.50400E-02 -0.96642E-02 0.50400E-02 0.33201E-01 -0.61355E-01 -0.96642E-02 -0.61355E-01 -0.10917E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.50316997 0.53940333 0.56822423 0.12591833 -0.30419453 0.10952985 0.53940333 0.26868605 0.58030808 -0.23342282 0.06413865 -0.12165836 0.56822423 0.58030808 1.21222026 0.26437487 -0.06907896 0.21721620 0.12591833 -0.23342282 0.26437487 0.30750263 0.10526178 0.06290256 -0.30419453 0.06413865 -0.06907896 0.10526178 0.32902182 0.26273806 0.10952985 -0.12165836 0.21721620 0.06290256 0.26273806 0.34079968 *** step number: 61 *** Deformation gradient in current step 0.69500000 -0.30500000 -0.30500000 0.30500000 1.30500000 0.30500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2539623840 Kirchhoff stress 0.39353E-01 0.32796E-02 -0.72368E-02 0.32796E-02 0.30656E-01 -0.62916E-01 -0.72368E-02 -0.62916E-01 -0.10755E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.49009818 0.54668421 0.56454487 0.14508062 -0.31973856 0.11156841 0.54668421 0.25229470 0.60014165 -0.23299285 0.06056523 -0.10503607 0.56454487 0.60014165 1.24108578 0.25792407 -0.07470432 0.23693447 0.14508062 -0.23299285 0.25792407 0.31386480 0.10721161 0.05950802 -0.31973856 0.06056523 -0.07470432 0.10721161 0.32455633 0.25631735 0.11156841 -0.10503607 0.23693447 0.05950802 0.25631735 0.35983392 *** step number: 62 *** Deformation gradient in current step 0.69000000 -0.31000000 -0.31000000 0.31000000 1.31000000 0.31000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2542934322 Kirchhoff stress 0.36593E-01 0.14458E-02 -0.47562E-02 0.14458E-02 0.28001E-01 -0.64260E-01 -0.47562E-02 -0.64260E-01 -0.10568E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.45475823 0.55353046 0.55514915 0.15965139 -0.33691025 0.11317677 0.55353046 0.22437292 0.62007671 -0.22660679 0.05772399 -0.08926392 0.55514915 0.62007671 1.26374811 0.25003403 -0.08377133 0.25308814 0.15965139 -0.22660679 0.25003403 0.31972339 0.10874037 0.05684492 -0.33691025 0.05772399 -0.08377133 0.10874037 0.31431477 0.24845996 0.11317677 -0.08926392 0.25308814 0.05684492 0.24845996 0.37891377 *** step number: 63 *** Deformation gradient in current step 0.68500000 -0.31500000 -0.31500000 0.31500000 1.31500000 0.31500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2546439978 Kirchhoff stress 0.34209E-01 -0.39936E-03 -0.21916E-02 -0.39936E-03 0.25189E-01 -0.65379E-01 -0.21916E-02 -0.65379E-01 -0.10353E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.39898019 0.56003923 0.53933752 0.16870587 -0.35488419 0.11415094 0.56003923 0.19188304 0.63983635 -0.21494531 0.05602991 -0.07413968 0.53933752 0.63983635 1.27794947 0.24051000 -0.09725533 0.26497647 0.16870587 -0.21494531 0.24051000 0.32517952 0.10964443 0.05532771 -0.35488419 0.05602991 -0.09725533 0.10964443 0.29760154 0.23897106 0.11415094 -0.07413968 0.26497647 0.05532771 0.23897106 0.39776615 *** step number: 64 *** 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) = -0.2550163595 Kirchhoff stress 0.32287E-01 -0.21882E-02 0.48773E-03 -0.21882E-02 0.22207E-01 -0.66261E-01 0.48773E-03 -0.66261E-01 -0.10104E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.32514751 0.56622111 0.51648708 0.17158181 -0.37268699 0.11426563 0.56622111 0.16135732 0.65923899 -0.19829918 0.05597406 -0.05921644 0.51648708 0.65923899 1.28132087 0.22917216 -0.11608932 0.27194799 0.17158181 -0.19829918 0.22917216 0.33024807 0.10969888 0.05544689 -0.37268699 0.05597406 -0.11608932 0.10969888 0.27379796 0.22767072 0.11426563 -0.05921644 0.27194799 0.05544689 0.22767072 0.41621358 *** step number: 65 *** Deformation gradient in current step 0.67500000 -0.32500000 -0.32500000 0.32500000 1.32500000 0.32500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2554132453 Kirchhoff stress 0.30895E-01 -0.38467E-02 0.33120E-02 -0.38467E-02 0.19076E-01 -0.66890E-01 0.33120E-02 -0.66890E-01 -0.98204E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.23732929 0.57206423 0.48628546 0.16828382 -0.38985704 0.11310464 0.57206423 0.13899065 0.67819515 -0.17649879 0.05807000 -0.04379572 0.48628546 0.67819515 1.27132285 0.21592346 -0.14128265 0.27332061 0.16828382 -0.17649879 0.21592346 0.33492168 0.10848790 0.05771549 -0.38985704 0.05807000 -0.14128265 0.10848790 0.24259604 0.21446176 0.11310464 -0.04379572 0.27332061 0.05771549 0.21446176 0.43417081 *** step number: 66 *** Deformation gradient in current step 0.67000000 -0.33000000 -0.33000000 0.33000000 1.33000000 0.33000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2558374913 Kirchhoff stress 0.30048E-01 -0.52999E-02 0.63141E-02 -0.52999E-02 0.15847E-01 -0.67241E-01 0.63141E-02 -0.67241E-01 -0.94974E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.15236986 0.57830783 0.45354027 0.16250089 -0.40780256 0.10942774 0.57830783 0.13086007 0.69697171 -0.14863446 0.06264116 -0.02696759 0.45354027 0.69697171 1.24998922 0.20185229 -0.17088537 0.26888906 0.16250089 -0.14863446 0.20185229 0.33994437 0.10477165 0.06245632 -0.40780256 0.06264116 -0.17088537 0.10477165 0.20880802 0.20043243 0.10942774 -0.02696759 0.26888906 0.06245632 0.20043243 0.45190918 *** step number: 67 *** Deformation gradient in current step 0.66500000 -0.33500000 -0.33500000 0.33500000 1.33500000 0.33500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2562913578 Kirchhoff stress 0.29660E-01 -0.64839E-02 0.94681E-02 -0.64839E-02 0.12605E-01 -0.67293E-01 0.94681E-02 -0.67293E-01 -0.91408E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08286541 0.58531382 0.42964249 0.15681219 -0.41727986 0.10460031 0.58531382 0.14345309 0.71639742 -0.11372251 0.07056463 -0.00710600 0.42964249 0.71639742 1.23172628 0.18943577 -0.19218133 0.26116576 0.15681219 -0.11372251 0.18943577 0.34568309 0.09991587 0.07054593 -0.41727986 0.07056463 -0.19218133 0.09991587 0.18382967 0.18805969 0.10460031 -0.00710600 0.26116576 0.07054593 0.18805969 0.47026207 *** step number: 68 *** 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) = -0.2567755764 Kirchhoff stress 0.29595E-01 -0.73450E-02 0.12704E-01 -0.73450E-02 0.94836E-02 -0.67015E-01 0.12704E-01 -0.67015E-01 -0.87600E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03064344 0.59401953 0.41472704 0.15099854 -0.41773668 0.09921013 0.59401953 0.18424292 0.73768360 -0.07339853 0.08141212 0.01824990 0.41472704 0.73768360 1.21865605 0.17872409 -0.20545106 0.25224489 0.15099854 -0.07339853 0.17872409 0.35308027 0.09450864 0.08155544 -0.41773668 0.08141212 -0.20545106 0.09450864 0.16780077 0.17739360 0.09921013 0.01824990 0.25224489 0.08155544 0.17739360 0.49044541 *** step number: 69 *** Deformation gradient in current step 0.65500000 -0.34500000 -0.34500000 0.34500000 1.34500000 0.34500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2572891202 Kirchhoff stress 0.29714E-01 -0.78732E-02 0.15942E-01 -0.78732E-02 0.65423E-02 -0.66417E-01 0.15942E-01 -0.66417E-01 -0.83639E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99599552 0.60183267 0.40729762 0.14429061 -0.40986790 0.09225756 0.60183267 0.21544078 0.75393702 -0.03985941 0.09015971 0.03283768 0.40729762 0.75393702 1.20851815 0.16769158 -0.21290973 0.24019096 0.14429061 -0.03985941 0.16769158 0.35954878 0.08755059 0.09046041 -0.40986790 0.09015971 -0.21290973 0.08755059 0.15922985 0.16640841 0.09225756 0.03283768 0.24019096 0.09046041 0.16640841 0.50557052 *** step number: 70 *** Deformation gradient in current step 0.65000000 -0.35000000 -0.35000000 0.35000000 1.35000000 0.35000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2578303476 Kirchhoff stress 0.29872E-01 -0.81206E-02 0.19087E-01 -0.81206E-02 0.36439E-02 -0.65590E-01 0.19087E-01 -0.65590E-01 -0.79636E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97883142 0.60866256 0.40641090 0.13682051 -0.39413453 0.08388408 0.60866256 0.22725761 0.76384069 -0.01606879 0.09568826 0.03293486 0.40641090 0.76384069 1.20046464 0.15600277 -0.21589410 0.22521022 0.13682051 -0.01606879 0.15600277 0.36500317 0.07918341 0.09614116 -0.39413453 0.09568826 -0.21589410 0.07918341 0.15717850 0.15476853 0.08388408 0.03293486 0.22521022 0.09614116 0.15476853 0.51432498 *** step number: 71 *** Deformation gradient in current step 0.64500000 -0.35500000 -0.35500000 0.35500000 1.35500000 0.35500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2583976037 Kirchhoff stress 0.29935E-01 -0.81401E-02 0.22051E-01 -0.81401E-02 0.66454E-03 -0.64617E-01 0.22051E-01 -0.64617E-01 -0.75679E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97852001 0.61550194 0.41130867 0.12902952 -0.37109212 0.07473820 0.61550194 0.22611438 0.76903217 -0.00046654 0.09865297 0.02197682 0.41130867 0.76903217 1.19415464 0.14408733 -0.21541536 0.20885452 0.12902952 -0.00046654 0.14408733 0.37047326 0.07005642 0.09925227 -0.37109212 0.09865297 -0.21541536 0.07005642 0.16092579 0.14290367 0.07473820 0.02197682 0.20885452 0.09925227 0.14290367 0.51838337 *** step number: 72 *** 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) = -0.2589891098 Kirchhoff stress 0.29788E-01 -0.79793E-02 0.24764E-01 -0.79793E-02 -0.24799E-02 -0.63564E-01 0.24764E-01 -0.63564E-01 -0.71833E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99370599 0.62315261 0.42121175 0.12125509 -0.34157838 0.06542248 0.62315261 0.21825444 0.77113010 0.00841565 0.09953293 0.00349763 0.42121175 0.77113010 1.18924644 0.13233074 -0.21250519 0.19274449 0.12125509 0.00841565 0.13233074 0.37677765 0.06077254 0.10027221 -0.34157838 0.09953293 -0.21250519 0.06077254 0.16970901 0.13119919 0.06542248 0.00349763 0.19274449 0.10027221 0.13119919 0.51938050 *** step number: 73 *** Deformation gradient in current step 0.63500000 -0.36500000 -0.36500000 0.36500000 1.36500000 0.36500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2596028561 Kirchhoff stress 0.29350E-01 -0.76832E-02 0.27174E-01 -0.76832E-02 -0.58325E-02 -0.62474E-01 0.27174E-01 -0.62474E-01 -0.68131E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01977173 0.63212075 0.43376960 0.11424142 -0.30870782 0.05690533 0.63212075 0.20955367 0.77157744 0.01196027 0.09854504 -0.01901973 0.43376960 0.77157744 1.18437891 0.12141423 -0.20944682 0.17873329 0.11424142 0.01196027 0.12141423 0.38438584 0.05229954 0.09941738 -0.30870782 0.09854504 -0.20944682 0.05229954 0.18113932 0.12033594 0.05690533 -0.01901973 0.17873329 0.09941738 0.12033594 0.51872076 *** step number: 74 *** Deformation gradient in current step 0.63000000 -0.37000000 -0.37000000 0.37000000 1.37000000 0.37000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2602366555 Kirchhoff stress 0.28577E-01 -0.72956E-02 0.29254E-01 -0.72956E-02 -0.93957E-02 -0.61380E-01 0.29254E-01 -0.61380E-01 -0.64572E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05504123 0.64281739 0.44874511 0.10779471 -0.27300716 0.04943876 0.64281739 0.20517851 0.77158041 0.01141937 0.09590024 -0.04240169 0.44874511 0.77158041 1.17927464 0.11150302 -0.20679973 0.16814205 0.10779471 0.01141937 0.11150302 0.39371393 0.04488956 0.09689788 -0.27300716 0.09590024 -0.20679973 0.04488956 0.19498376 0.11047905 0.04943876 -0.04240169 0.16814205 0.09689788 0.11047905 0.51761464 *** step number: 75 *** Deformation gradient in current step 0.62500000 -0.37500000 -0.37500000 0.37500000 1.37500000 0.37500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2608879972 Kirchhoff stress 0.27428E-01 -0.68504E-02 0.30973E-01 -0.68504E-02 -0.13137E-01 -0.60289E-01 0.30973E-01 -0.60289E-01 -0.61151E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09884440 0.65543064 0.46699621 0.10124540 -0.23382979 0.04292476 0.65543064 0.20929208 0.77196908 0.00797370 0.09175997 -0.06395746 0.46699621 0.77196908 1.17421206 0.10257890 -0.20412318 0.16191796 0.10124540 0.00797370 0.10257890 0.40495532 0.03844475 0.09287428 -0.23382979 0.09175997 -0.20412318 0.03844475 0.21210455 0.10161020 0.04292476 -0.06395746 0.16191796 0.09287428 0.10161020 0.51689663 *** step number: 76 *** 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) = -0.2615537927 Kirchhoff stress 0.25873E-01 -0.63732E-02 0.32301E-01 -0.63732E-02 -0.16995E-01 -0.59198E-01 0.32301E-01 -0.59198E-01 -0.57857E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14812641 0.66976712 0.48826265 0.09423853 -0.19211415 0.03747739 0.66976712 0.22467717 0.77286619 0.00284018 0.08615940 -0.08176302 0.48826265 0.77286619 1.16847995 0.09493325 -0.20169386 0.16080170 0.09423853 0.00284018 0.09493325 0.41792206 0.03307928 0.08738092 -0.19211415 0.08615940 -0.20169386 0.03307928 0.23224589 0.09402054 0.03747739 -0.08176302 0.16080170 0.08738092 0.09402054 0.51669399 *** step number: 77 *** Deformation gradient in current step 0.61500000 -0.38500000 -0.38500000 0.38500000 1.38500000 0.38500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2622303513 Kirchhoff stress 0.23910E-01 -0.58831E-02 0.33219E-01 -0.58831E-02 -0.20890E-01 -0.58100E-01 0.33219E-01 -0.58100E-01 -0.54672E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.19788943 0.68522894 0.51138024 0.08656259 -0.15003156 0.03330631 0.68522894 0.25228887 0.77356910 -0.00264840 0.07913487 -0.09492976 0.51138024 0.77356910 1.16048750 0.08918273 -0.20027710 0.16522693 0.08656259 -0.00264840 0.08918273 0.43202192 0.02900284 0.08045335 -0.15003156 0.07913487 -0.20027710 0.02900284 0.25424821 0.08832654 0.03330631 -0.09492976 0.16522693 0.08045335 0.08832654 0.51630869 *** step number: 78 *** Deformation gradient in current step 0.61000000 -0.39000000 -0.39000000 0.39000000 1.39000000 0.39000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2629136037 Kirchhoff stress 0.21575E-01 -0.53923E-02 0.33737E-01 -0.53923E-02 -0.24736E-01 -0.57000E-01 0.33737E-01 -0.57000E-01 -0.51571E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.24173078 0.70081753 0.53445623 0.07810441 -0.11066004 0.03060042 0.70081753 0.29072063 0.77226578 -0.00690382 0.07083749 -0.10401909 0.53445623 0.77226578 1.14764741 0.08626957 -0.20095287 0.17503585 0.07810441 -0.00690382 0.08626957 0.44626218 0.02640437 0.07224192 -0.11066004 0.07083749 -0.20095287 0.02640437 0.27622351 0.08547014 0.03060042 -0.10401909 0.17503585 0.07224192 0.08547014 0.51393349 *** step number: 79 *** Deformation gradient in current step 0.60500000 -0.39500000 -0.39500000 0.39500000 1.39500000 0.39500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2635995521 Kirchhoff stress 0.18950E-01 -0.49037E-02 0.33891E-01 -0.49037E-02 -0.28454E-01 -0.55914E-01 0.33891E-01 -0.55914E-01 -0.48523E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.27263300 0.71576100 0.55642696 0.06825076 -0.07698530 0.02880576 0.71576100 0.34019995 0.76956920 -0.00930334 0.06177264 -0.10907034 0.55642696 0.76956920 1.13143569 0.08566778 -0.20319237 0.18904869 0.06825076 -0.00930334 0.08566778 0.45987692 0.02472979 0.06325129 -0.07698530 0.06177264 -0.20319237 0.02472979 0.29711298 0.08492505 0.02880576 -0.10907034 0.18904869 0.06325129 0.08492505 0.51018612 *** step number: 80 *** 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) = -0.2642844502 Kirchhoff stress 0.16147E-01 -0.44011E-02 0.33716E-01 -0.44011E-02 -0.31952E-01 -0.54809E-01 0.33716E-01 -0.54809E-01 -0.45520E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.28411874 0.73039997 0.57941740 0.05513318 -0.05043355 0.02542353 0.73039997 0.40515055 0.77169904 -0.01140795 0.05369406 -0.10945431 0.57941740 0.77169904 1.12424611 0.08293485 -0.20129912 0.20213501 0.05513318 -0.01140795 0.08293485 0.47321238 0.02147993 0.05523460 -0.05043355 0.05369406 -0.20129912 0.02147993 0.31904619 0.08224852 0.02542353 -0.10945431 0.20213501 0.05523460 0.08224852 0.51129044 *** step number: 81 *** Deformation gradient in current step 0.59500000 -0.40500000 -0.40500000 0.40500000 1.40500000 0.40500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2649645774 Kirchhoff stress 0.13322E-01 -0.38560E-02 0.33250E-01 -0.38560E-02 -0.35123E-01 -0.53615E-01 0.33250E-01 -0.53615E-01 -0.42561E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.26764384 0.74307529 0.60101708 0.03847957 -0.03529066 0.02038439 0.74307529 0.48524499 0.77904802 -0.01277887 0.04605541 -0.10411991 0.60101708 0.77904802 1.12636577 0.07817057 -0.19627381 0.21481817 0.03847957 -0.01277887 0.07817057 0.48461487 0.01658488 0.04764501 -0.03529066 0.04605541 -0.19627381 0.01658488 0.33961711 0.07754007 0.02038439 -0.10411991 0.21481817 0.04764501 0.07754007 0.51764305 *** step number: 82 *** Deformation gradient in current step 0.59000000 -0.41000000 -0.41000000 0.41000000 1.41000000 0.41000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2656364637 Kirchhoff stress 0.10683E-01 -0.32410E-02 0.32568E-01 -0.32410E-02 -0.37840E-01 -0.52257E-01 0.32568E-01 -0.52257E-01 -0.39614E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.21433252 0.75169495 0.61828861 0.01814925 -0.03617126 0.01376196 0.75169495 0.57929263 0.79158071 -0.01294750 0.03797662 -0.09196710 0.61828861 0.79158071 1.13705591 0.07187169 -0.18978022 0.22833168 0.01814925 -0.01294750 0.07187169 0.49199762 0.01011763 0.03960200 -0.03617126 0.03797662 -0.18978022 0.01011763 0.35589263 0.07129621 0.01376196 -0.09196710 0.22833168 0.03960200 0.07129621 0.52921218 *** step number: 83 *** Deformation gradient in current step 0.58500000 -0.41500000 -0.41500000 0.41500000 1.41500000 0.41500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2662972091 Kirchhoff stress 0.84672E-02 -0.25368E-02 0.31771E-01 -0.25368E-02 -0.39965E-01 -0.50663E-01 0.31771E-01 -0.50663E-01 -0.36627E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.13147272 0.75512575 0.63110924 -0.00136803 -0.05074665 0.00748374 0.75512575 0.68558635 0.80939476 -0.01117620 0.02905062 -0.07195431 0.63110924 0.80939476 1.15610266 0.06535130 -0.18218414 0.24424643 -0.00136803 -0.01117620 0.06535130 0.49429723 0.00400585 0.03069772 -0.05074665 0.02905062 -0.18218414 0.00400585 0.36781937 0.06482988 0.00748374 -0.07195431 0.24424643 0.03069772 0.06482988 0.54616421 *** step number: 84 *** 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) = -0.2669441010 Kirchhoff stress 0.67337E-02 -0.17942E-02 0.30890E-01 -0.17942E-02 -0.41367E-01 -0.48783E-01 0.30890E-01 -0.48783E-01 -0.33557E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05494508 0.75493942 0.64489234 -0.00647671 -0.06413590 0.00733653 0.75493942 0.80227497 0.83327869 -0.00591344 0.02005255 -0.04279885 0.64489234 0.83327869 1.18433865 0.06166441 -0.17147334 0.26495811 -0.00647671 -0.00591344 0.06166441 0.49302391 0.00403461 0.02170744 -0.06413590 0.02005255 -0.17147334 0.00403461 0.38074749 0.06119563 0.00733653 -0.04279885 0.26495811 0.02170744 0.06119563 0.56922374 *** step number: 85 *** Deformation gradient in current step 0.57500000 -0.42500000 -0.42500000 0.42500000 1.42500000 0.42500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2675736680 Kirchhoff stress 0.54704E-02 -0.11110E-02 0.29940E-01 -0.11110E-02 -0.41917E-01 -0.46589E-01 0.29940E-01 -0.46589E-01 -0.30360E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97867417 0.74978309 0.65794518 0.00450563 -0.07851308 0.01390065 0.74978309 0.92617391 0.86244017 0.00336089 0.01050126 -0.00463235 0.65794518 0.86244017 1.21890266 0.06154638 -0.15883904 0.29076417 0.00450563 0.00336089 0.06154638 0.48682840 0.01078339 0.01214981 -0.07851308 0.01050126 -0.15883904 0.01078339 0.39298678 0.06112856 0.01390065 -0.00463235 0.29076417 0.01214981 0.06112856 0.59760027 *** step number: 86 *** Deformation gradient in current step 0.57000000 -0.43000000 -0.43000000 0.43000000 1.43000000 0.43000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2681818244 Kirchhoff stress 0.46328E-02 -0.55520E-03 0.28911E-01 -0.55520E-03 -0.41559E-01 -0.44085E-01 0.28911E-01 -0.44085E-01 -0.27051E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92137895 0.74588703 0.67356408 0.01779178 -0.08496933 0.02043898 0.74588703 1.04802142 0.88699973 0.01147383 0.00194624 0.03096410 0.67356408 0.88699973 1.24560894 0.06051931 -0.14461410 0.30766129 0.01779178 0.01147383 0.06051931 0.48194510 0.01751423 0.00357415 -0.08496933 0.00194624 -0.14461410 0.01751423 0.40783668 0.06015048 0.02043898 0.03096410 0.30766129 0.00357415 0.06015048 0.62141674 *** step number: 87 *** Deformation gradient in current step 0.56500000 -0.43500000 -0.43500000 0.43500000 1.43500000 0.43500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2687638733 Kirchhoff stress 0.40628E-02 -0.11630E-03 0.27735E-01 -0.11630E-03 -0.40357E-01 -0.41306E-01 0.27735E-01 -0.41306E-01 -0.23736E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.88542244 0.74602609 0.69142333 0.02723491 -0.08256703 0.02477503 0.74602609 1.16313031 0.90508130 0.01628666 -0.00500757 0.06065884 0.69142333 0.90508130 1.26163914 0.05712403 -0.13018080 0.31327105 0.02723491 0.01628666 0.05712403 0.48115269 0.02204966 -0.00341461 -0.08256703 -0.00500757 -0.13018080 0.02204966 0.42497430 0.05680196 0.02477503 0.06065884 0.31327105 -0.00341461 0.05680196 0.63879915 *** step number: 88 *** 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) = -0.2693147216 Kirchhoff stress 0.36507E-02 0.21889E-03 0.26369E-01 0.21889E-03 -0.38399E-01 -0.38294E-01 0.26369E-01 -0.38294E-01 -0.20504E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86262640 0.74915050 0.70912672 0.03363961 -0.07488680 0.02752454 0.74915050 1.26773189 0.91696365 0.01832903 -0.01060813 0.08438688 0.70912672 0.91696365 1.26791057 0.05212985 -0.11662787 0.30924278 0.03363961 0.01832903 0.05212985 0.48340486 0.02500439 -0.00906431 -0.07488680 -0.01060813 -0.11662787 0.02500439 0.44200585 0.05185211 0.02752454 0.08438688 0.30924278 -0.00906431 0.05185211 0.65002803 *** step number: 89 *** Deformation gradient in current step 0.55500000 -0.44500000 -0.44500000 0.44500000 1.44500000 0.44500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2698294097 Kirchhoff stress 0.33306E-02 0.45985E-03 0.24800E-01 0.45985E-03 -0.35787E-01 -0.35097E-01 0.24800E-01 -0.35097E-01 -0.17417E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84910376 0.75432593 0.72522987 0.03754803 -0.06510559 0.02909090 0.75432593 1.35825275 0.92299830 0.01815032 -0.01499589 0.10205617 0.72522987 0.92299830 1.26550954 0.04617236 -0.10462823 0.29710445 0.03754803 0.01815032 0.04617236 0.48777036 0.02678074 -0.01351518 -0.06510559 -0.01499589 -0.10462823 0.02678074 0.45748911 0.04593628 0.02909090 0.10205617 0.29710445 -0.01351518 0.04593628 0.65545638 *** step number: 90 *** Deformation gradient in current step 0.55000000 -0.45000000 -0.45000000 0.45000000 1.45000000 0.45000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2703035057 Kirchhoff stress 0.30646E-02 0.61442E-03 0.23037E-01 0.61442E-03 -0.32638E-01 -0.31764E-01 0.23037E-01 -0.31764E-01 -0.14522E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84100017 0.76058695 0.73893197 0.03976138 -0.05531202 0.02971989 0.76058695 1.43151213 0.92368575 0.01632229 -0.01825999 0.11367249 0.73893197 0.92368575 1.25579139 0.03974500 -0.09442496 0.27835308 0.03976138 0.01632229 0.03974500 0.49328655 0.02762339 -0.01685605 -0.05531202 -0.01825999 -0.09442496 0.02762339 0.47062511 0.03954773 0.02971989 0.11367249 0.27835308 -0.01685605 0.03954773 0.65558595 *** step number: 91 *** Deformation gradient in current step 0.54500000 -0.45500000 -0.45500000 0.45500000 1.45500000 0.45500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2707334032 Kirchhoff stress 0.28478E-02 0.68801E-03 0.21101E-01 0.68801E-03 -0.29077E-01 -0.28346E-01 0.21101E-01 -0.28346E-01 -0.11851E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83075461 0.76670947 0.74990778 0.04064691 -0.04676289 0.02955263 0.76670947 1.48489711 0.91966381 0.01340705 -0.02045437 0.11937657 0.74990778 0.91966381 1.24027587 0.03323113 -0.08594971 0.25445688 0.04064691 0.01340705 0.03323113 0.49873159 0.02767235 -0.01914046 -0.04676289 -0.02045437 -0.08594971 0.02767235 0.48109005 0.03306966 0.02955263 0.11937657 0.25445688 -0.01914046 0.03306966 0.65105548 *** step number: 92 *** 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) = -0.2711165726 Kirchhoff stress 0.26979E-02 0.69236E-03 0.19021E-01 0.69236E-03 -0.25238E-01 -0.24892E-01 0.19021E-01 -0.24892E-01 -0.94266E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81939773 0.77235499 0.75822632 0.03928486 -0.04003875 0.02865923 0.77235499 1.51653508 0.91161016 0.00973193 -0.02161924 0.11940364 0.75822632 0.91161016 1.22052842 0.02691454 -0.07887993 0.22675745 0.03928486 0.00973193 0.02691454 0.50376862 0.02699661 -0.02040811 -0.04003875 -0.02161924 -0.07887993 0.02699661 0.48895381 0.02678569 0.02865923 0.11940364 0.22675745 -0.02040811 0.02678569 0.64254339 *** step number: 93 *** Deformation gradient in current step 0.53500000 -0.46500000 -0.46500000 0.46500000 1.46500000 0.46500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2714515950 Kirchhoff stress 0.26097E-02 0.64174E-03 0.16826E-01 0.64174E-03 -0.21261E-01 -0.21448E-01 0.16826E-01 -0.21448E-01 -0.72647E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81285897 0.77759344 0.76422483 0.03622341 -0.03523688 0.02707386 0.77759344 1.52549588 0.90031225 0.00574589 -0.02178364 0.11418720 0.76422483 0.90031225 1.19818876 0.02101134 -0.07271910 0.19656116 0.03622341 0.00574589 0.02101134 0.50846891 0.02562918 -0.02068746 -0.03523688 -0.02178364 -0.07271910 0.02562918 0.49455430 0.02091176 0.02707386 0.11418720 0.19656116 -0.02068746 0.02091176 0.63083765 *** step number: 94 *** Deformation gradient in current step 0.53000000 -0.47000000 -0.47000000 0.47000000 1.47000000 0.47000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2717380493 Kirchhoff stress 0.25660E-02 0.55038E-03 0.14551E-01 0.55038E-03 -0.17288E-01 -0.18053E-01 0.14551E-01 -0.18053E-01 -0.53744E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80959395 0.78240960 0.76790186 0.03212884 -0.03379457 0.02488113 0.78240960 1.51178949 0.88657716 0.00188789 -0.02098400 0.10431040 0.76790186 0.88657716 1.17480684 0.01569811 -0.06701420 0.16505823 0.03212884 0.00188789 0.01569811 0.51281825 0.02365359 -0.02001430 -0.03379457 -0.02098400 -0.06701420 0.02365359 0.49789036 0.01562430 0.02488113 0.10431040 0.16505823 -0.02001430 0.01562430 0.61674576 *** step number: 95 *** Deformation gradient in current step 0.52500000 -0.47500000 -0.47500000 0.47500000 1.47500000 0.47500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2719765407 Kirchhoff stress 0.25616E-02 0.43241E-03 0.12230E-01 0.43241E-03 -0.13454E-01 -0.14741E-01 0.12230E-01 -0.14741E-01 -0.37581E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81324500 0.78675171 0.77004397 0.02725049 -0.03473897 0.02205798 0.78675171 1.47650819 0.87125561 -0.00142763 -0.01926195 0.09055117 0.77004397 0.87125561 1.15193291 0.01107387 -0.06105134 0.13334317 0.02725049 -0.00142763 0.01107387 0.51676514 0.02104567 -0.01842977 -0.03473897 -0.01926195 -0.06105134 0.02104567 0.49974818 0.01102218 0.02205798 0.09055117 0.13334317 -0.01842977 0.01102218 0.60111867 *** step number: 96 *** 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) = -0.2721684664 Kirchhoff stress 0.25342E-02 0.30455E-03 0.98824E-02 0.30455E-03 -0.98864E-02 -0.11537E-01 0.98824E-02 -0.11537E-01 -0.24205E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83283107 0.79053431 0.77221233 0.02165488 -0.03475344 0.01855206 0.79053431 1.42182002 0.85517068 -0.00383555 -0.01667942 0.07383253 0.77221233 0.85517068 1.13105422 0.00718619 -0.05386455 0.10235961 0.02165488 -0.00383555 0.00718619 0.52022424 0.01775202 -0.01599526 -0.03475344 -0.01667942 -0.05386455 0.01775202 0.50168839 0.00715287 0.01855206 0.07383253 0.10235961 -0.01599526 0.00715287 0.58477974 *** step number: 97 *** Deformation gradient in current step 0.51500000 -0.48500000 -0.48500000 0.48500000 1.48500000 0.48500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2723155035 Kirchhoff stress 0.23781E-02 0.18395E-03 0.75030E-02 0.18395E-03 -0.66906E-02 -0.84569E-02 0.75030E-02 -0.84569E-02 -0.13688E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87189857 0.79364977 0.77551073 0.01568154 -0.03186354 0.01443034 0.79364977 1.35101733 0.83911774 -0.00503546 -0.01332671 0.05522702 0.77551073 0.83911774 1.11343317 0.00408908 -0.04467864 0.07293310 0.01568154 -0.00503546 0.00408908 0.52308805 0.01383860 -0.01280044 -0.03186354 -0.01332671 -0.04467864 0.01383860 0.50481431 0.00407024 0.01443034 0.05522702 0.07293310 -0.01280044 0.00407024 0.56852468 *** step number: 98 *** Deformation gradient in current step 0.51000000 -0.49000000 -0.49000000 0.49000000 1.49000000 0.49000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2724192404 Kirchhoff stress 0.19738E-02 0.85862E-04 0.50771E-02 0.85862E-04 -0.39490E-02 -0.55089E-02 0.50771E-02 -0.55089E-02 -0.61081E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93003148 0.79597516 0.78068725 0.00977210 -0.02510303 0.00983474 0.79597516 1.26839190 0.82382514 -0.00483508 -0.00932442 0.03591061 0.78068725 0.82382514 1.10010833 0.00183273 -0.03287334 0.04574584 0.00977210 -0.00483508 0.00183273 0.52523379 0.00944635 -0.00896524 -0.02510303 -0.00932442 -0.03287334 0.00944635 0.50987361 0.00182434 0.00983474 0.03591061 0.04574584 -0.00896524 0.00182434 0.55308220 *** step number: 99 *** Deformation gradient in current step 0.50500000 -0.49500000 -0.49500000 0.49500000 1.49500000 0.49500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2724809432 Kirchhoff stress 0.12104E-02 0.22090E-04 0.25834E-02 0.22090E-04 -0.17132E-02 -0.26926E-02 0.25834E-02 -0.26926E-02 -0.15308E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00403424 0.79742274 0.78811334 0.00441195 -0.01434365 0.00495466 0.79742274 1.17912463 0.80991887 -0.00313562 -0.00482392 0.01710283 0.78811334 0.80991887 1.09180264 0.00046040 -0.01805752 0.02131809 0.00441195 -0.00313562 0.00046040 0.52657372 0.00476378 -0.00464036 -0.01434365 -0.00482392 -0.01805752 0.00476378 0.51723715 0.00045830 0.00495466 0.01710283 0.02131809 -0.00464036 0.00045830 0.53907857 *** step number: 100 *** 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) = -0.2725014187 Kirchhoff stress -0.52554E-15 -0.81736E-16 0.74907E-16 -0.81736E-16 -0.50018E-15 -0.70697E-16 0.74907E-16 -0.70589E-16 -0.56807E-15 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08898921 0.79790548 0.79790548 0.00000000 -0.00000000 -0.00000000 0.79790548 1.08898921 0.79790548 0.00000000 -0.00000000 0.00000000 0.79790548 0.79790548 1.08898921 0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.52702062 -0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.52702062 0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.52702062 * CB-KIM calculation successfully completed