---------------------------------------------------------------------------- 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 'Si(diamond)' material information Bravais lattice vectors: a1 = 0.00000 1.50000 1.50000 a2 = 1.50000 0.00000 1.50000 a3 = 1.50000 1.50000 0.00000 Basis atoms: Number of basis atoms = 2 spec mass reference shift vector 14 1.00 0.00000 0.00000 0.00000 14 1.00 0.75000 0.75000 0.75000 **reading constitutive information** KIM Model name: Four_Body_Mistriotis_Flytzanis_Farantos_Si__MO_080526771943_000 Maximum cut-off distance: 3.7711800000 **global parameter settings** Number of spatial dimensions = 3 Number of dofs per node = 3 Number of nodes per element = 4 Shuffles optimization = ACTIVATED Prefer multilattice stress correction = OFF Optimize F and shuffles concurrently = ACTIVATED Use preconditioned CG optimization = ACTIVATED **optimize lattice parameter** Input lattice vectors 0.0000000000000000 1.5000000000000000 1.5000000000000000 1.5000000000000000 0.0000000000000000 1.5000000000000000 1.5000000000000000 1.5000000000000000 0.0000000000000000 Input basis atom positions 0.0000000000000000 0.0000000000000000 0.0000000000000000 0.7500000000000000 0.7500000000000000 0.7500000000000000 Relaxed lattice vectors -0.00000000000000317255 2.71470096034071417535 2.71470096034070973445 2.71470096034071106672 -0.00000000000000634565 2.71470096034070929036 2.71470096034071151081 2.71470096034071417535 -0.00000000000000194085 Relaxed basis atom positions 0.00000000000000000000 0.00000000000000000000 0.00000000000000000000 1.35735048017035553336 1.35735048017035353496 1.35735048017035597745 **deform crystal** Method: relax 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 0.00000000 0.00000000 0.00000000 energy density (per reference volume) = -0.2314275336 Kirchhoff stress 0.36482E-13 -0.22616E-14 0.37309E-15 -0.22616E-14 0.36644E-13 -0.12660E-14 0.37309E-15 -0.12660E-14 0.36832E-13 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.53648830 0.24464878 0.24464878 0.00000000 -0.00000000 0.00000000 0.24464878 1.53648830 0.24464878 0.00000000 -0.00000000 0.00000000 0.24464878 0.24464878 1.53648830 0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.81879968 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.81879968 0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.00000000 0.81879968 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.00214526 0.00208013 -0.00006601 energy density (per reference volume) = -0.2313778119 Kirchhoff stress -0.64782E-02 -0.51125E-04 -0.35124E-02 -0.51125E-04 0.64248E-02 0.34615E-02 -0.35124E-02 0.34615E-02 -0.15628E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.55507215 0.24594782 0.26829083 -0.00166829 0.00568392 -0.00213104 0.24594782 1.51436445 0.22216392 0.00181680 0.00307861 -0.00633623 0.26829083 0.22216392 1.53644339 0.00025497 0.00778460 -0.00770013 -0.00166829 0.00181680 0.00025497 0.81851581 -0.00286454 0.00280627 0.00568392 0.00307861 0.00778460 -0.00286454 0.82152152 0.00004529 -0.00213104 -0.00633623 -0.00770013 0.00280627 0.00004529 0.81546628 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.00438025 0.00411957 -0.00026427 energy density (per reference volume) = -0.2312289965 Kirchhoff stress -0.12964E-01 -0.20383E-03 -0.70513E-02 -0.20383E-03 0.12751E-01 0.68485E-02 -0.70513E-02 0.68485E-02 -0.62330E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.56999827 0.24982656 0.29282702 -0.00327065 0.01061532 -0.00335230 0.24982656 1.48886283 0.20109437 0.00386369 0.00712691 -0.01321081 0.29282702 0.20109437 1.53630200 0.00101426 0.01556484 -0.01523221 -0.00327065 0.00386369 0.00101426 0.81766279 -0.00580802 0.00557009 0.01061532 0.00712691 0.01556484 -0.00580802 0.82356477 0.00017741 -0.00335230 -0.01321081 -0.01523221 0.00557009 0.00017741 0.81159268 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.00672979 0.00614259 -0.00059539 energy density (per reference volume) = -0.2309821332 Kirchhoff stress -0.19411E-01 -0.45610E-03 -0.10591E-01 -0.45610E-03 0.18932E-01 0.10139E-01 -0.10591E-01 0.10139E-01 -0.13957E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.58119292 0.25623012 0.31799220 -0.00488868 0.01470871 -0.00371604 0.25623012 1.46019036 0.18169044 0.00621932 0.01215030 -0.02049731 0.31799220 0.18169044 1.53604425 0.00226107 0.02324750 -0.02251873 -0.00488868 0.00621932 0.00226107 0.81623647 -0.00885510 0.00830150 0.01470871 0.01215030 0.02324750 -0.00885510 0.82486799 0.00038515 -0.00371604 -0.02049731 -0.02251873 0.00830150 0.00038515 0.80725324 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.00921896 0.00817339 -0.00106041 energy density (per reference volume) = -0.2306389565 Kirchhoff stress -0.25774E-01 -0.80460E-03 -0.14105E-01 -0.80460E-03 0.24926E-01 0.13312E-01 -0.14105E-01 0.13312E-01 -0.24645E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.58862533 0.26506777 0.34352187 -0.00660118 0.01789410 -0.00328760 0.26506777 1.42859826 0.16419170 0.00895739 0.01813659 -0.02805827 0.34352187 0.16419170 1.53563725 0.00396762 0.03073593 -0.02948888 -0.00660118 0.00895739 0.00396762 0.81423014 -0.01203331 0.01100408 0.01789410 0.01813659 0.03073593 -0.01203331 0.82537647 0.00065012 -0.00328760 -0.02805827 -0.02948888 0.01100408 0.00065012 0.80252399 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.01187315 0.01023605 -0.00166075 energy density (per reference volume) = -0.2302018768 Kirchhoff stress -0.32009E-01 -0.12447E-02 -0.17568E-01 -0.12447E-02 0.30688E-01 0.16348E-01 -0.17568E-01 0.16348E-01 -0.38173E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.59230635 0.27621413 0.36915493 -0.00848236 0.02011756 -0.00214389 0.27621413 1.39438127 0.14882410 0.01214471 0.02505528 -0.03574695 0.36915493 0.14882410 1.53503546 0.00609550 0.03793105 -0.03607924 -0.00848236 0.01214471 0.00609550 0.81163481 -0.01537207 0.01367434 0.02011756 0.02505528 0.03793105 -0.01537207 0.82504330 0.00094707 -0.00214389 -0.03574695 -0.03607924 0.01367434 0.00094707 0.79748117 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.01471806 0.01235459 -0.00239819 energy density (per reference volume) = -0.2296739617 Kirchhoff stress -0.38071E-01 -0.17706E-02 -0.20951E-01 -0.17706E-02 0.36179E-01 0.19229E-01 -0.20951E-01 0.19229E-01 -0.54380E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.59228666 0.28951069 0.39463627 -0.01060016 0.02134151 -0.00037174 0.28951069 1.35787626 0.13579699 0.01583920 0.03285715 -0.04340931 0.39463627 0.13579699 1.53418122 0.00859613 0.04473253 -0.04223432 -0.01060016 0.01583920 0.00859613 0.80843969 -0.01890147 0.01630118 0.02134151 0.03285715 0.04473253 -0.01890147 0.82383035 0.00124442 -0.00037174 -0.04340931 -0.04223432 0.01630118 0.00124442 0.79219981 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.01777978 0.01455293 -0.00327482 energy density (per reference volume) = -0.2290589132 Kirchhoff stress -0.43919E-01 -0.23751E-02 -0.24227E-01 -0.23751E-02 0.41359E-01 0.21940E-01 -0.24227E-01 0.21940E-01 -0.73074E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.58865472 0.30476792 0.41971931 -0.01301475 0.02154486 0.00193384 0.30476792 1.31946038 0.12530016 0.02008801 0.04147401 -0.05088626 0.41971931 0.12530016 1.53300546 0.01141139 0.05104000 -0.04790701 -0.01301475 0.02008801 0.01141139 0.80463264 -0.02265121 0.01886568 0.02154486 0.04147401 0.05104000 -0.02265121 0.82170911 0.00150495 0.00193384 -0.05088626 -0.04790701 0.01886568 0.00150495 0.78675232 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.02108475 0.01685486 -0.00429301 energy density (per reference volume) = -0.2283610388 Kirchhoff stress -0.49513E-01 -0.30501E-02 -0.27369E-01 -0.30501E-02 0.46192E-01 0.24467E-01 -0.27369E-01 0.24467E-01 -0.94026E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.58153406 0.32176770 0.44416814 -0.01577716 0.02072264 0.00467150 0.32176770 1.27954859 0.11750094 0.02492575 0.05081868 -0.05801614 0.44416814 0.11750094 1.53142823 0.01447432 0.05675405 -0.05305899 -0.01577716 0.02492575 0.01447432 0.80020087 -0.02664936 0.02134093 0.02072264 0.05081868 0.05675405 -0.02664936 0.81866108 0.00168658 0.00467150 -0.05801614 -0.05305899 0.02134093 0.00168658 0.78120703 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.02465980 0.01928402 -0.00545537 energy density (per reference volume) = -0.2275852171 Kirchhoff stress -0.54813E-01 -0.37863E-02 -0.30350E-01 -0.37863E-02 0.50646E-01 0.26798E-01 -0.30350E-01 0.26798E-01 -0.11698E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.57106611 0.34026612 0.46774226 -0.01892955 0.01886970 0.00773391 0.34026612 1.23859057 0.11254106 0.03037271 0.06078517 -0.06463748 0.46774226 0.11254106 1.52933858 0.01770829 0.06175835 -0.05766300 -0.01892955 0.03037271 0.01770829 0.79513153 -0.03092291 0.02369198 0.01886970 0.06078517 0.06175835 -0.03092291 0.81466077 0.00174156 0.00773391 -0.06463748 -0.05766300 0.02369198 0.00174156 0.77562668 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.02853210 0.02186376 -0.00676465 energy density (per reference volume) = -0.2267368607 Kirchhoff stress -0.59783E-01 -0.45733E-02 -0.33143E-01 -0.45733E-02 0.54689E-01 0.28923E-01 -0.33143E-01 0.28923E-01 -0.14163E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.55726263 0.35999504 0.49001830 -0.02252114 0.01581855 0.01099085 0.35999504 1.19706694 0.11053157 0.03643314 0.07124724 -0.07059223 0.49001830 0.11053157 1.52637062 0.02100678 0.06571939 -0.06172660 -0.02252114 0.03643314 0.02100678 0.78941051 -0.03551548 0.02587394 0.01581855 0.07124724 0.06571939 -0.03551548 0.80949533 0.00159644 0.01099085 -0.07059223 -0.06172660 0.02587394 0.00159644 0.77006459 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.03272912 0.02461702 -0.00822374 energy density (per reference volume) = -0.2258218913 Kirchhoff stress -0.64386E-01 -0.53993E-02 -0.35716E-01 -0.53993E-02 0.58296E-01 0.30836E-01 -0.35716E-01 0.30836E-01 -0.16761E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.53961062 0.38065886 0.50987474 -0.02666601 0.01078705 0.01422441 0.38065886 1.15548470 0.11154085 0.04309278 0.08205119 -0.07573007 0.50987474 0.11154085 1.52122391 0.02415813 0.06749275 -0.06537961 -0.02666601 0.04309278 0.02415813 0.78301494 -0.04055345 0.02782289 0.01078705 0.08205119 0.06749275 -0.04055345 0.80224486 0.00107668 0.01422441 -0.07573007 -0.06537961 0.02782289 0.00107668 0.76455260 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.03727857 0.02756617 -0.00983557 energy density (per reference volume) = -0.2248467583 Kirchhoff stress -0.68576E-01 -0.62502E-02 -0.38028E-01 -0.62502E-02 0.61446E-01 0.32534E-01 -0.38028E-01 0.32534E-01 -0.19435E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.51690010 0.40193114 0.52519354 -0.03160165 0.00214497 0.01705928 0.40193114 1.11437177 0.11558067 0.05031606 0.09300754 -0.07991385 0.52519354 0.11558067 1.51117090 0.02675884 0.06473070 -0.06897998 -0.03160165 0.05031606 0.02675884 0.77590104 -0.04631783 0.02944081 0.00214497 0.09300754 0.06473070 -0.04631783 0.79097235 -0.00018017 0.01705928 -0.07991385 -0.06897998 0.02944081 -0.00018017 0.75908150 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.04220823 0.03073277 -0.01160302 energy density (per reference volume) = -0.2238185110 Kirchhoff stress -0.72294E-01 -0.71078E-02 -0.40019E-01 -0.71078E-02 0.64121E-01 0.34023E-01 -0.40019E-01 0.34023E-01 -0.22109E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.48782036 0.42346635 0.53353711 -0.03764932 -0.01195645 0.01900161 0.42346635 1.07427116 0.12261014 0.05804485 0.10389862 -0.08302358 0.53353711 0.12261014 1.49278669 0.02824527 0.05457757 -0.07309040 -0.03764932 0.05804485 0.02824527 0.76800138 -0.05320913 0.03059035 -0.01195645 0.10389862 0.05457757 -0.05320913 0.77337961 -0.00269343 0.01900161 -0.08302358 -0.07309040 0.03059035 -0.00269343 0.75359184 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.04754586 0.03413734 -0.01352887 energy density (per reference volume) = -0.2227448677 Kirchhoff stress -0.75477E-01 -0.79501E-02 -0.41619E-01 -0.79501E-02 0.66312E-01 0.35313E-01 -0.41619E-01 0.35313E-01 -0.24680E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.45188529 0.44493051 0.53336845 -0.04507673 -0.03252726 0.01959470 0.44493051 1.03573503 0.13256568 0.06620105 0.11450826 -0.08495676 0.53336845 0.13256568 1.46352048 0.02806238 0.03504496 -0.07829347 -0.04507673 0.06620105 0.02806238 0.75924061 -0.06159674 0.03111095 -0.03252726 0.11450826 0.03504496 -0.06159674 0.74800657 -0.00697136 0.01959470 -0.08495676 -0.07829347 0.03111095 -0.00697136 0.74798889 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.05331891 0.03779904 -0.01561574 energy density (per reference volume) = -0.2216342010 Kirchhoff stress -0.78063E-01 -0.87521E-02 -0.42754E-01 -0.87521E-02 0.68011E-01 0.36421E-01 -0.42754E-01 0.36421E-01 -0.27042E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.40989425 0.46603446 0.52480385 -0.05396723 -0.05914585 0.01857761 0.46603446 0.99931839 0.14539885 0.07469181 0.12465683 -0.08562550 0.52480385 0.14539885 1.42284719 0.02584850 0.00594292 -0.08497525 -0.05396723 0.07469181 0.02584850 0.74956069 -0.07166465 0.03084791 -0.05914585 0.12465683 0.00594292 -0.07166465 0.71497659 -0.01332713 0.01857761 -0.08562550 -0.08497525 0.03084791 -0.01332713 0.74217353 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.05955431 0.04173533 -0.01786599 energy density (per reference volume) = -0.2204954009 Kirchhoff stress -0.80006E-01 -0.94881E-02 -0.43367E-01 -0.94881E-02 0.69222E-01 0.37369E-01 -0.43367E-01 0.37369E-01 -0.29096E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.36371810 0.48655188 0.50951609 -0.06417426 -0.09011658 0.01595313 0.48655188 0.96557177 0.16109833 0.08341481 0.13422128 -0.08495363 0.50951609 0.16109833 1.37237994 0.02152641 -0.03111996 -0.09320567 -0.06417426 0.08341481 0.02152641 0.73894127 -0.08334573 0.02967875 -0.09011658 0.13422128 -0.03111996 -0.08334573 0.67591190 -0.02178789 0.01595313 -0.08495363 -0.09320567 0.02967875 -0.02178789 0.73607127 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.06627810 0.04596148 -0.02028162 energy density (per reference volume) = -0.2193376412 Kirchhoff stress -0.81283E-01 -0.10134E-01 -0.43421E-01 -0.10134E-01 0.69950E-01 0.38179E-01 -0.43421E-01 0.38179E-01 -0.30762E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.31571974 0.50631725 0.49008797 -0.07536170 -0.12307285 0.01195633 0.50631725 0.93503197 0.17968615 0.09226112 0.14313337 -0.08287638 0.49008797 0.17968615 1.31519601 0.01528312 -0.07338823 -0.10274573 -0.07536170 0.09226112 0.01528312 0.72740767 -0.09635277 0.02752688 -0.12307285 0.14313337 -0.07338823 -0.09635277 0.63331350 -0.03211468 0.01195633 -0.08287638 -0.10274573 0.02752688 -0.03211468 0.72964739 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.07351501 0.05049003 -0.02286420 energy density (per reference volume) = -0.2181701030 Kirchhoff stress -0.81895E-01 -0.10669E-01 -0.42904E-01 -0.10669E-01 0.70210E-01 0.38875E-01 -0.42904E-01 0.38875E-01 -0.31988E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.26817959 0.52521008 0.46927281 -0.08708784 -0.15561744 0.00696724 0.52521008 0.90821049 0.20119361 0.10111555 0.15136177 -0.07934334 0.46927281 0.20119361 1.25491826 0.00748159 -0.11776883 -0.11313901 -0.08708784 0.10111555 0.00748159 0.71502713 -0.11026330 0.02436230 -0.15561744 0.15136177 -0.11776883 -0.11026330 0.58985186 -0.04389013 0.00696724 -0.07934334 -0.11313901 0.02436230 -0.04389013 0.72290712 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.08128796 0.05533017 -0.02561477 energy density (per reference volume) = -0.2170017070 Kirchhoff stress -0.81865E-01 -0.11076E-01 -0.41832E-01 -0.11076E-01 0.70020E-01 0.39476E-01 -0.41832E-01 0.39476E-01 -0.32743E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.22292225 0.54313541 0.44944688 -0.09889076 -0.18576618 0.00141511 0.54313541 0.88557969 0.22562877 0.10985508 0.15888861 -0.07432379 0.44944688 0.22562877 1.19494680 -0.00144341 -0.16146638 -0.12383013 -0.09889076 0.10985508 -0.00144341 0.70189854 -0.12461177 0.02019395 -0.18576618 0.15888861 -0.16146638 -0.12461177 0.54784418 -0.05662218 0.00141511 -0.07432379 -0.12383013 0.02019395 -0.05662218 0.71588574 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.08961739 0.06048700 -0.02853371 energy density (per reference volume) = -0.2158408894 Kirchhoff stress -0.81229E-01 -0.11341E-01 -0.40235E-01 -0.11341E-01 0.69407E-01 0.40004E-01 -0.40235E-01 0.40004E-01 -0.33019E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.18116956 0.56000816 0.43233119 -0.11035178 -0.21214802 -0.00429678 0.56000816 0.86755713 0.25294608 0.11834706 0.16568913 -0.06781305 0.43233119 0.25294608 1.13799250 -0.01107122 -0.20233642 -0.13426911 -0.11035178 0.11834706 -0.01107122 0.68814047 -0.13896155 0.01505915 -0.21214802 0.16568913 -0.20233642 -0.13896155 0.50899091 -0.06982991 -0.00429678 -0.06781305 -0.13426911 0.01505915 -0.06982991 0.70863469 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.09852062 0.06596089 -0.03162065 energy density (per reference volume) = -0.2146954290 Kirchhoff stress -0.80035E-01 -0.11457E-01 -0.38158E-01 -0.11457E-01 0.68407E-01 0.40476E-01 -0.38158E-01 0.40476E-01 -0.32819E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14355996 0.57574466 0.41893706 -0.12113125 -0.23401590 -0.00983668 0.57574466 0.85448883 0.28302474 0.12644826 0.17171920 -0.05983812 0.41893706 0.28302474 1.08589765 -0.02105012 -0.23898988 -0.14398398 -0.12113125 0.12644826 -0.02105012 0.67388072 -0.15294785 0.00901366 -0.23401590 0.17171920 -0.23898988 -0.15294785 0.47432545 -0.08309898 -0.00983668 -0.05983812 -0.14398398 0.00901366 -0.08309898 0.70120834 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.10801097 0.07174674 -0.03487432 energy density (per reference volume) = -0.2135723232 Kirchhoff stress -0.78336E-01 -0.11417E-01 -0.35655E-01 -0.11417E-01 0.67062E-01 0.40910E-01 -0.35655E-01 0.40910E-01 -0.32153E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11025729 0.59026162 0.40965124 -0.13098073 -0.25114866 -0.01496292 0.59026162 0.84663252 0.31565811 0.13400573 0.17691138 -0.05046160 0.40965124 0.31565811 1.03965956 -0.03112211 -0.27073369 -0.15261977 -0.13098073 0.13400573 -0.03112211 0.65924872 -0.16629494 0.00212446 -0.25114866 0.17691138 -0.27073369 -0.16629494 0.44429468 -0.09610765 -0.01496292 -0.05046160 -0.15261977 0.00212446 -0.09610765 0.69365391 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.11809700 0.07783352 -0.03829238 energy density (per reference volume) = -0.2124777019 Kirchhoff stress -0.76185E-01 -0.11218E-01 -0.32782E-01 -0.11218E-01 0.65422E-01 0.41324E-01 -0.32782E-01 0.41324E-01 -0.31037E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08108809 0.60348063 0.40438390 -0.13973962 -0.26371105 -0.01952321 0.60348063 0.84414205 0.35055366 0.14085960 0.18117836 -0.03978334 0.40438390 0.35055366 0.99956676 -0.04112527 -0.29742972 -0.15995041 -0.13973962 0.14085960 -0.04112527 0.64437073 -0.17881523 -0.00553479 -0.26371105 0.18117836 -0.29742972 -0.17881523 0.41889685 -0.10863087 -0.01952321 -0.03978334 -0.15995041 -0.00553479 -0.10863087 0.68600530 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.12878155 0.08420400 -0.04187128 energy density (per reference volume) = -0.2114167675 Kirchhoff stress -0.73638E-01 -0.10860E-01 -0.29599E-01 -0.10860E-01 0.63547E-01 0.41737E-01 -0.29599E-01 0.41737E-01 -0.29485E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05567082 0.61533581 0.40272727 -0.14732320 -0.27211482 -0.02344292 0.61533581 0.84705444 0.38734157 0.14684798 0.18442137 -0.02793940 0.40272727 0.38734157 0.96537781 -0.05098203 -0.31933152 -0.16587240 -0.14732320 0.14684798 -0.05098203 0.62936725 -0.19039814 -0.01388594 -0.27211482 0.18442137 -0.31933152 -0.19039814 0.39782756 -0.12053080 -0.02344292 -0.02793940 -0.16587240 -0.01388594 -0.12053080 0.67828042 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.14006099 0.09083471 -0.04560603 energy density (per reference volume) = -0.2103937527 Kirchhoff stress -0.70744E-01 -0.10344E-01 -0.26163E-01 -0.10344E-01 0.61503E-01 0.42168E-01 -0.26163E-01 0.42168E-01 -0.27513E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03351992 0.62578207 0.40409562 -0.15370789 -0.27690255 -0.02670847 0.62578207 0.85528085 0.42558961 0.15181321 0.18654096 -0.01509869 0.40409562 0.42558961 0.93649849 -0.06068072 -0.33693360 -0.17038802 -0.15370789 0.15181321 -0.06068072 0.61435186 -0.20099472 -0.02284708 -0.27690255 0.18654096 -0.33693360 -0.20099472 0.38060695 -0.13174085 -0.02670847 -0.01509869 -0.17038802 -0.02284708 -0.13174085 0.67048138 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.15192450 0.09769640 -0.04949006 energy density (per reference volume) = -0.2094118912 Kirchhoff stress -0.67556E-01 -0.96749E-02 -0.22534E-01 -0.96749E-02 0.59365E-01 0.42637E-01 -0.22534E-01 0.42637E-01 -0.25136E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01412059 0.63480207 0.40783452 -0.15891670 -0.27866115 -0.02935022 0.63480207 0.86860307 0.46482179 0.15560916 0.18744806 -0.00145742 0.40783452 0.46482179 0.91213397 -0.07025562 -0.35084965 -0.17358414 -0.15891670 0.15560916 -0.07025562 0.59943060 -0.21060225 -0.03233281 -0.27866115 0.18744806 -0.35084965 -0.21060225 0.36667789 -0.14224808 -0.02935022 -0.00145742 -0.17358414 -0.03233281 -0.14224808 0.66259641 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.16435352 0.10475478 -0.05351496 energy density (per reference volume) = -0.2084734000 Kirchhoff stress -0.64122E-01 -0.88585E-02 -0.18767E-01 -0.88585E-02 0.57211E-01 0.43165E-01 -0.18767E-01 0.43165E-01 -0.22366E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99697286 0.64241049 0.41329723 -0.16300581 -0.27796560 -0.03142699 0.64241049 0.88667656 0.50453855 0.15810853 0.18707341 0.01276786 0.41329723 0.50453855 0.89140713 -0.07976833 -0.36172359 -0.17561067 -0.16300581 0.15810853 -0.07976833 0.58470144 -0.21925026 -0.04225458 -0.27796560 0.18707341 -0.36172359 -0.21925026 0.35547388 -0.15207692 -0.03142699 0.01276786 -0.17561067 -0.04225458 -0.15207692 0.65460279 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.17732463 0.11197281 -0.05767145 energy density (per reference volume) = -0.2075794836 Kirchhoff stress -0.60483E-01 -0.79044E-02 -0.14917E-01 -0.79044E-02 0.55119E-01 0.43772E-01 -0.14917E-01 0.43772E-01 -0.19220E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98024217 0.64859570 0.41968417 -0.16576947 -0.27588041 -0.03290198 0.64859570 0.90904385 0.54423083 0.15922186 0.18535014 0.02735575 0.41968417 0.54423083 0.87340831 -0.08925033 -0.37025378 -0.17664235 -0.16576947 0.15922186 -0.08925033 0.57019377 -0.22687803 -0.05254588 -0.27588041 0.18535014 -0.37025378 -0.22687803 0.34625276 -0.16123253 -0.03290198 0.02735575 -0.17664235 -0.05254588 -0.16123253 0.64646064 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.19089359 0.11933976 -0.06198003 energy density (per reference volume) = -0.2067307142 Kirchhoff stress -0.56567E-01 -0.68458E-02 -0.10978E-01 -0.68458E-02 0.53157E-01 0.44446E-01 -0.10978E-01 0.44446E-01 -0.15689E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94471941 0.65270060 0.42360431 -0.16353562 -0.28025983 -0.03235233 0.65270060 0.93529155 0.58338020 0.15902118 0.18193804 0.04221286 0.42360431 0.58338020 0.85679000 -0.09823170 -0.37817235 -0.17662601 -0.16353562 0.15902118 -0.09823170 0.55520812 -0.23205029 -0.06345016 -0.28025983 0.18193804 -0.37817235 -0.23205029 0.33561154 -0.16919320 -0.03235233 0.04221286 -0.17662601 -0.06345016 -0.16919320 0.63800506 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.20552389 0.12697428 -0.06661452 energy density (per reference volume) = -0.2059298512 Kirchhoff stress -0.51809E-01 -0.58040E-02 -0.66910E-02 -0.58040E-02 0.51317E-01 0.45035E-01 -0.66910E-02 0.45035E-01 -0.11668E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85005256 0.65379487 0.41856086 -0.14888389 -0.30758090 -0.02666027 0.65379487 0.96575786 0.62180219 0.15760903 0.17619778 0.05764161 0.41856086 0.62180219 0.83940918 -0.10583664 -0.38865281 -0.17507236 -0.14888389 0.15760903 -0.10583664 0.53826743 -0.23171170 -0.07567412 -0.30758090 0.17619778 -0.38865281 -0.23171170 0.31654327 -0.17477554 -0.02666027 0.05764161 -0.17507236 -0.07567412 -0.17477554 0.62887759 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.22222959 0.13515258 -0.07196871 energy density (per reference volume) = -0.2051875786 Kirchhoff stress -0.45104E-01 -0.49724E-02 -0.15073E-02 -0.49724E-02 0.49493E-01 0.45228E-01 -0.15073E-02 0.45228E-01 -0.69314E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.69638724 0.65412604 0.40523579 -0.12284702 -0.35903912 -0.01554880 0.65412604 1.00200312 0.66025060 0.15437453 0.16842324 0.07419589 0.40523579 0.66025060 0.81996288 -0.11289163 -0.40234496 -0.17172817 -0.12284702 0.15437453 -0.11289163 0.51949805 -0.22592609 -0.08955595 -0.35903912 0.16842324 -0.40234496 -0.22592609 0.28766361 -0.17786799 -0.01554880 0.07419589 -0.17172817 -0.08955595 -0.17786799 0.61880708 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.24211846 0.14415439 -0.07851009 energy density (per reference volume) = -0.2045251114 Kirchhoff stress -0.35524E-01 -0.44746E-02 0.50754E-02 -0.44746E-02 0.47531E-01 0.44747E-01 0.50754E-02 0.44747E-01 -0.12925E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.54534702 0.66023906 0.39604737 -0.09753164 -0.41171088 -0.00261504 0.66023906 1.04592449 0.70020566 0.14787273 0.16048711 0.09220095 0.39604737 0.70020566 0.79954466 -0.12236001 -0.41517181 -0.16697613 -0.09753164 0.14787273 -0.12236001 0.50098827 -0.21914466 -0.10478891 -0.41171088 0.16048711 -0.41517181 -0.21914466 0.25705210 -0.17979525 -0.00261504 0.09220095 -0.16697613 -0.10478891 -0.17979525 0.60768714 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.26566145 0.15406233 -0.08652034 energy density (per reference volume) = -0.2039690490 Kirchhoff stress -0.23182E-01 -0.42410E-02 0.13082E-01 -0.42410E-02 0.45310E-01 0.43561E-01 0.13082E-01 0.43561E-01 0.51680E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.47258032 0.68006024 0.40769798 -0.08603290 -0.43635717 0.00832090 0.68006024 1.09815585 0.74295883 0.13659631 0.15512962 0.11135742 0.40769798 0.74295883 0.78150384 -0.13732432 -0.42066868 -0.16147250 -0.08603290 0.13659631 -0.13732432 0.48487569 -0.21651105 -0.12085048 -0.43635717 0.15512962 -0.42066868 -0.21651105 0.23583196 -0.18186867 0.00832090 0.11135742 -0.16147250 -0.12085048 -0.18186867 0.59546496 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.29220026 0.16465576 -0.09588526 energy density (per reference volume) = -0.2035401240 Kirchhoff stress -0.95344E-02 -0.40148E-02 0.21876E-01 -0.40148E-02 0.42793E-01 0.41973E-01 0.21876E-01 0.41973E-01 0.11993E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.51197523 0.71800769 0.44976393 -0.09278522 -0.41894400 0.01634876 0.71800769 1.15692948 0.78863243 0.12004513 0.15443562 0.13069240 0.44976393 0.78863243 0.76987301 -0.15865352 -0.41416305 -0.15561588 -0.09278522 0.12004513 -0.15865352 0.47182423 -0.22013446 -0.13725504 -0.41894400 0.15443562 -0.41416305 -0.22013446 0.23005316 -0.18421121 0.01634876 0.13069240 -0.15561588 -0.13725504 -0.18421121 0.58219734 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.32030388 0.17553163 -0.10616967 energy density (per reference volume) = -0.2032436354 Kirchhoff stress 0.34193E-02 -0.35207E-02 0.30501E-01 -0.35207E-02 0.40035E-01 0.40424E-01 0.30501E-01 0.40424E-01 0.18545E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.64069742 0.77198313 0.51910530 -0.11246877 -0.36688144 0.02333496 0.77198313 1.21873282 0.83600723 0.09918449 0.15856511 0.14907767 0.51910530 0.83600723 0.76723129 -0.18446390 -0.39539667 -0.14930147 -0.11246877 0.09918449 -0.18446390 0.46102743 -0.22844223 -0.15354355 -0.36688144 0.15856511 -0.39539667 -0.22844223 0.23796870 -0.18593167 0.02333496 0.14907767 -0.14930147 -0.15354355 -0.18593167 0.56817416 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.34870286 0.18635581 -0.11693881 energy density (per reference volume) = -0.2030694065 Kirchhoff stress 0.14308E-01 -0.26275E-02 0.38242E-01 -0.26275E-02 0.37124E-01 0.39216E-01 0.38242E-01 0.39216E-01 0.24335E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81171103 0.83554976 0.60498595 -0.13661586 -0.29710414 0.03152699 0.83554976 1.28028261 0.88342361 0.07575601 0.16603124 0.16584885 0.60498595 0.88342361 0.77387751 -0.21179895 -0.36736592 -0.14211239 -0.13661586 0.07575601 -0.21179895 0.45127912 -0.23848029 -0.16928196 -0.29710414 0.16603124 -0.36736592 -0.23848029 0.25400888 -0.18612308 0.03152699 0.16584885 -0.14211239 -0.16928196 -0.18612308 0.55385062 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.37678192 0.19697968 -0.12796505 energy density (per reference volume) = -0.2029990252 Kirchhoff stress 0.22713E-01 -0.13533E-02 0.44815E-01 -0.13533E-02 0.34128E-01 0.38431E-01 0.44815E-01 0.38431E-01 0.29145E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98732451 0.90212766 0.69692424 -0.15918025 -0.22344965 0.04200849 0.90212766 1.33964543 0.92965613 0.05132607 0.17492809 0.18090500 0.69692424 0.92965613 0.78864983 -0.23834046 -0.33365571 -0.13363457 -0.15918025 0.05132607 -0.23834046 0.44175340 -0.24800979 -0.18412483 -0.22344965 0.17492809 -0.33365571 -0.24800979 0.27330494 -0.18441862 0.04200849 0.18090500 -0.13363457 -0.18412483 -0.18441862 0.53965922 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.40446114 0.20739414 -0.13921343 energy density (per reference volume) = -0.2030127445 Kirchhoff stress 0.28814E-01 0.21472E-03 0.50223E-01 0.21472E-03 0.31089E-01 0.38021E-01 0.50223E-01 0.38021E-01 0.32946E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14750313 0.96703784 0.78789202 -0.17742055 -0.15340330 0.05474892 0.96703784 1.39603613 0.97408473 0.02691712 0.18372690 0.19445107 0.78789202 0.97408473 0.80996612 -0.26283038 -0.29705314 -0.12360438 -0.17742055 0.02691712 -0.26283038 0.43208378 -0.25593358 -0.19784407 -0.15340330 0.18372690 -0.29705314 -0.25593358 0.29299650 -0.18090710 0.05474892 0.19445107 -0.12360438 -0.19784407 -0.18090710 0.52590434 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.43192259 0.21764914 -0.15075184 energy density (per reference volume) = -0.2030928741 Kirchhoff stress 0.32997E-01 0.19810E-02 0.54579E-01 0.19810E-02 0.28048E-01 0.37897E-01 0.54579E-01 0.37897E-01 0.35795E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.28470412 1.02749467 0.87395680 -0.19070800 -0.08991727 0.06914340 1.02749467 1.44924066 1.01649170 0.00308389 0.19143243 0.20676240 0.87395680 1.01649170 0.83633492 -0.28477580 -0.25942347 -0.11191627 -0.19070800 0.00308389 -0.28477580 0.42217791 -0.26192195 -0.21030790 -0.08991727 0.19143243 -0.25942347 -0.26192195 0.31170807 -0.17589337 0.06914340 0.20676240 -0.11191627 -0.21030790 -0.17589337 0.51275707 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.45941853 0.22779990 -0.16267850 energy density (per reference volume) = -0.2032245443 Kirchhoff stress 0.35653E-01 0.38652E-02 0.58001E-01 0.38652E-02 0.25055E-01 0.37975E-01 0.58001E-01 0.37975E-01 0.37777E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.39785109 1.08199802 0.95313445 -0.19940604 -0.03359704 0.08440030 1.08199802 1.49920304 1.05684365 -0.01990977 0.19748026 0.21806729 0.95313445 1.05684365 0.86647220 -0.30409380 -0.22197979 -0.09859510 -0.19940604 -0.01990977 -0.30409380 0.41206667 -0.26602600 -0.22144675 -0.03359704 0.19748026 -0.22197979 -0.26602600 0.32884435 -0.16974418 0.08440030 0.21806729 -0.09859510 -0.22144675 -0.16974418 0.50028563 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.48716221 0.23787803 -0.17507345 energy density (per reference volume) = -0.2033952551 Kirchhoff stress 0.37109E-01 0.58060E-02 0.60578E-01 0.58060E-02 0.22185E-01 0.38203E-01 0.60578E-01 0.38203E-01 0.38983E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.48867770 1.12981013 1.02451126 -0.20424519 0.01595991 0.09972962 1.12981013 1.54581058 1.09514841 -0.04194906 0.20161153 0.22850134 1.02451126 1.09514841 0.89926062 -0.32087857 -0.18553943 -0.08378148 -0.20424519 -0.04194906 -0.32087857 0.40183370 -0.26845522 -0.23122540 0.01595991 0.20161153 -0.18553943 -0.26845522 0.34415589 -0.16282222 0.09972962 0.22850134 -0.08378148 -0.23122540 -0.16282222 0.48848663 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.51525036 0.24787394 -0.18795703 energy density (per reference volume) = -0.2035940114 Kirchhoff stress 0.37612E-01 0.77566E-02 0.62355E-01 0.77566E-02 0.19544E-01 0.38562E-01 0.62355E-01 0.38562E-01 0.39510E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.55994411 1.17063114 1.08771850 -0.20603805 0.05949532 0.11442520 1.17063114 1.58879381 1.13136606 -0.06297199 0.20378754 0.23808728 1.08771850 1.13136606 0.93366205 -0.33527191 -0.15069681 -0.06774211 -0.20603805 -0.06297199 -0.33527191 0.39159925 -0.26947660 -0.23962409 0.05949532 0.20378754 -0.15069681 -0.26947660 0.35753306 -0.15546672 0.11442520 0.23808728 -0.06774211 -0.23962409 -0.15546672 0.47731256 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.54357937 0.25772231 -0.20123916 energy density (per reference volume) = -0.2038103872 Kirchhoff stress 0.37332E-01 0.96777E-02 0.63344E-01 0.96777E-02 0.17272E-01 0.39068E-01 0.63344E-01 0.39068E-01 0.39464E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.61466973 1.20443124 1.14263485 -0.20556257 0.09777690 0.12791118 1.20443124 1.62768691 1.16534386 -0.08290079 0.20414160 0.24671843 1.14263485 1.16534386 0.96861528 -0.34739593 -0.11793566 -0.05090757 -0.20556257 -0.08290079 -0.34739593 0.38153445 -0.26937961 -0.24662756 0.09777690 0.20414160 -0.11793566 -0.26937961 0.36893383 -0.14799504 0.12791118 0.24671843 -0.05090757 -0.24662756 -0.14799504 0.46670140 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.57174110 0.26729131 -0.21465307 energy density (per reference volume) = -0.2040336821 Kirchhoff stress 0.36380E-01 0.11529E-01 0.63530E-01 0.11529E-01 0.15537E-01 0.39775E-01 0.63530E-01 0.39775E-01 0.38973E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.65583510 1.23139234 1.18921881 -0.20351016 0.13144538 0.13978933 1.23139234 1.66184088 1.19676298 -0.10159034 0.20294910 0.25414283 1.18921881 1.19676298 1.00293226 -0.35732745 -0.08770777 -0.03393151 -0.20351016 -0.10159034 -0.35732745 0.37188888 -0.26847277 -0.25222466 0.13144538 0.20294910 -0.08770777 -0.26847277 0.37838845 -0.14071319 0.13978933 0.25414283 -0.03393151 -0.25222466 -0.14071319 0.45661518 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.59893337 0.27638858 -0.22769345 energy density (per reference volume) = -0.2042523557 Kirchhoff stress 0.34829E-01 0.13258E-01 0.62909E-01 0.13258E-01 0.14521E-01 0.40762E-01 0.62909E-01 0.40762E-01 0.38191E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.68625099 1.25192685 1.22743755 -0.20044403 0.16093651 0.14989408 1.25192685 1.69052204 1.22511467 -0.11880254 0.20058933 0.25996605 1.22743755 1.22511467 1.03522845 -0.36511576 -0.06048493 -0.01773739 -0.20044403 -0.11880254 -0.36511576 0.36300773 -0.26708839 -0.25642537 0.16093651 0.20058933 -0.06048493 -0.26708839 0.38604752 -0.13392691 0.14989408 0.25996605 -0.01773739 -0.25642537 -0.13392691 0.44708378 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.62399492 0.28480848 -0.23962390 energy density (per reference volume) = -0.2044540137 Kirchhoff stress 0.32746E-01 0.14799E-01 0.61520E-01 0.14799E-01 0.14363E-01 0.42117E-01 0.61520E-01 0.42117E-01 0.37296E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.70842620 1.26672453 1.25730414 -0.19674715 0.18646869 0.15832364 1.26672453 1.71313092 1.24975105 -0.13423845 0.19747125 0.26370641 1.25730414 1.24975105 1.06396387 -0.37084765 -0.03676598 -0.00347379 -0.19674715 -0.13423845 -0.37084765 0.35530030 -0.26557043 -0.25930026 0.18646869 0.19747125 -0.03676598 -0.26557043 0.39222927 -0.12794062 0.15832364 0.26370641 -0.00347379 -0.25930026 -0.12794062 0.43822640 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.64568631 0.29242963 -0.24962972 energy density (per reference volume) = -0.2046261856 Kirchhoff stress 0.30225E-01 0.16078E-01 0.59480E-01 0.16078E-01 0.15108E-01 0.43892E-01 0.59480E-01 0.43892E-01 0.36457E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.72438552 1.27673226 1.27901135 -0.19257993 0.20812277 0.16538630 1.27673226 1.72948000 1.27003434 -0.14764957 0.19392353 0.26491625 1.27901135 1.27003434 1.08765765 -0.37472822 -0.01701570 0.00769634 -0.19257993 -0.14764957 -0.37472822 0.34913667 -0.26422413 -0.26102510 0.20812277 0.19392353 -0.01701570 -0.26422413 0.39740109 -0.12303187 0.16538630 0.26491625 0.00769634 -0.26102510 -0.12303187 0.43020710 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.66311814 0.29931087 -0.25706469 energy density (per reference volume) = -0.2047577157 Kirchhoff stress 0.27404E-01 0.17030E-01 0.56971E-01 0.17030E-01 0.16675E-01 0.46080E-01 0.56971E-01 0.46080E-01 0.35799E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.73552347 1.28298675 1.29303593 -0.18789040 0.22598202 0.17145170 1.28298675 1.73991521 1.28549339 -0.15896851 0.19011009 0.26329772 1.29303593 1.28549339 1.10517699 -0.37709510 -0.00157118 0.01488880 -0.18789040 -0.15896851 -0.37709510 0.34473128 -0.26324321 -0.26188711 0.22598202 0.19011009 -0.00157118 -0.26324321 0.40207199 -0.11941126 0.17145170 0.26329772 0.01488880 -0.26188711 -0.11941126 0.42313009 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.67598487 0.30570647 -0.26158915 energy density (per reference volume) = -0.2048400884 Kirchhoff stress 0.24452E-01 0.17613E-01 0.54201E-01 0.17613E-01 0.18892E-01 0.48606E-01 0.54201E-01 0.48606E-01 0.35388E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.74260246 1.28636837 1.30006917 -0.18247985 0.24021761 0.17680960 1.28636837 1.74513534 1.29583726 -0.16834525 0.18603836 0.25870766 1.30006917 1.29583726 1.11586776 -0.37832473 0.00939263 0.01763954 -0.18247985 -0.16834525 -0.37832473 0.34212270 -0.26266817 -0.26223304 0.24021761 0.18603836 0.00939263 -0.26266817 0.40667842 -0.11720317 0.17680960 0.25870766 0.01763954 -0.26223304 -0.11720317 0.41696380 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.68445107 0.31200021 -0.26310118 energy density (per reference volume) = -0.2048681196 Kirchhoff stress 0.21551E-01 0.17810E-01 0.51359E-01 0.17810E-01 0.21551E-01 0.51359E-01 0.51359E-01 0.51359E-01 0.35249E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.74586317 1.28743369 1.30081736 -0.17607108 0.25105822 0.18163545 1.28743369 1.74586318 1.30081736 -0.17607108 0.18163545 0.25105822 1.30081736 1.30081736 1.11945387 -0.37870026 0.01580738 0.01580739 -0.17607108 -0.17607108 -0.37870026 0.34126310 -0.26239945 -0.26239946 0.25105822 0.18163545 0.01580738 -0.26239945 0.41155392 -0.11646246 0.18163545 0.25105822 0.01580739 -0.26239946 -0.11646246 0.41155392 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.68890255 0.31862414 -0.26158915 energy density (per reference volume) = -0.2048400884 Kirchhoff stress 0.18892E-01 0.17613E-01 0.48606E-01 0.17613E-01 0.24452E-01 0.54201E-01 0.48606E-01 0.54201E-01 0.35388E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.74513534 1.28636837 1.29583726 -0.16834525 0.25870766 0.18603836 1.28636837 1.74260246 1.30006917 -0.18247985 0.17680960 0.24021761 1.29583726 1.30006917 1.11586776 -0.37832473 0.01763954 0.00939263 -0.16834525 -0.18247985 -0.37832473 0.34212270 -0.26223304 -0.26266817 0.25870766 0.17680960 0.01763954 -0.26223304 0.41696380 -0.11720317 0.18603836 0.24021761 0.00939263 -0.26266817 -0.11720317 0.40667842 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.68980036 0.32599308 -0.25706469 energy density (per reference volume) = -0.2047577157 Kirchhoff stress 0.16675E-01 0.17030E-01 0.46080E-01 0.17030E-01 0.27404E-01 0.56971E-01 0.46080E-01 0.56971E-01 0.35799E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.73991521 1.28298675 1.28549339 -0.15896851 0.26329772 0.19011009 1.28298675 1.73552347 1.29303593 -0.18789040 0.17145169 0.22598202 1.28549339 1.29303593 1.10517699 -0.37709510 0.01488881 -0.00157118 -0.15896851 -0.18789040 -0.37709510 0.34473128 -0.26188711 -0.26324321 0.26329772 0.17145169 0.01488881 -0.26188711 0.42313009 -0.11941126 0.19011009 0.22598202 -0.00157118 -0.26324321 -0.11941126 0.40207199 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.68768880 0.33443212 -0.24962972 energy density (per reference volume) = -0.2046261856 Kirchhoff stress 0.15108E-01 0.16078E-01 0.43892E-01 0.16078E-01 0.30225E-01 0.59480E-01 0.43892E-01 0.59480E-01 0.36457E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.72948001 1.27673226 1.27003434 -0.14764958 0.26491625 0.19392354 1.27673226 1.72438552 1.27901136 -0.19257993 0.16538630 0.20812278 1.27003434 1.27901136 1.08765765 -0.37472822 0.00769635 -0.01701570 -0.14764958 -0.19257993 -0.37472822 0.34913667 -0.26102510 -0.26422412 0.26491625 0.16538630 0.00769635 -0.26102510 0.43020710 -0.12303187 0.19392354 0.20812278 -0.01701570 -0.26422412 -0.12303187 0.39740109 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.68327193 0.34408549 -0.23962390 energy density (per reference volume) = -0.2044540137 Kirchhoff stress 0.14363E-01 0.14799E-01 0.42117E-01 0.14799E-01 0.32746E-01 0.61520E-01 0.42117E-01 0.61520E-01 0.37296E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.71313092 1.26672453 1.24975104 -0.13423845 0.26370641 0.19747125 1.26672453 1.70842620 1.25730414 -0.19674715 0.15832364 0.18646869 1.24975104 1.25730414 1.06396387 -0.37084765 -0.00347379 -0.03676598 -0.13423845 -0.19674715 -0.37084765 0.35530030 -0.25930026 -0.26557043 0.26370641 0.15832364 -0.00347379 -0.25930026 0.43822640 -0.12794062 0.19747125 0.18646869 -0.03676598 -0.26557043 -0.12794062 0.39222927 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.67740579 0.35486101 -0.22769344 energy density (per reference volume) = -0.2042523557 Kirchhoff stress 0.14521E-01 0.13258E-01 0.40762E-01 0.13258E-01 0.34829E-01 0.62909E-01 0.40762E-01 0.62909E-01 0.38191E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.69052201 1.25192684 1.22511466 -0.11880253 0.25996605 0.20058933 1.25192684 1.68625099 1.22743754 -0.20044403 0.14989408 0.16093651 1.22511466 1.22743754 1.03522845 -0.36511576 -0.01773740 -0.06048493 -0.11880253 -0.20044403 -0.36511576 0.36300773 -0.25642536 -0.26708840 0.25996605 0.14989408 -0.01773740 -0.25642536 0.44708379 -0.13392692 0.20058933 0.16093651 -0.06048493 -0.26708840 -0.13392692 0.38604752 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.67093537 0.36648556 -0.21465308 energy density (per reference volume) = -0.2040336821 Kirchhoff stress 0.15537E-01 0.11529E-01 0.39775E-01 0.11529E-01 0.36380E-01 0.63530E-01 0.39775E-01 0.63530E-01 0.38973E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.66184089 1.23139234 1.19676300 -0.10159035 0.25414285 0.20294909 1.23139234 1.65583511 1.18921883 -0.20351017 0.13978933 0.13144540 1.19676300 1.18921883 1.00293228 -0.35732746 -0.03393149 -0.08770776 -0.10159035 -0.20351017 -0.35732746 0.37188887 -0.25222466 -0.26847277 0.25414285 0.13978933 -0.03393149 -0.25222466 0.45661518 -0.14071319 0.20294909 0.13144540 -0.08770776 -0.26847277 -0.14071319 0.37838845 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.66450104 0.37864398 -0.20123916 energy density (per reference volume) = -0.2038103872 Kirchhoff stress 0.17272E-01 0.96777E-02 0.39068E-01 0.96777E-02 0.37332E-01 0.63344E-01 0.39068E-01 0.63344E-01 0.39464E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.62768691 1.20443124 1.16534386 -0.08290079 0.24671843 0.20414160 1.20443124 1.61466973 1.14263486 -0.20556257 0.12791118 0.09777690 1.16534386 1.14263486 0.96861528 -0.34739593 -0.05090756 -0.11793566 -0.08290079 -0.20556257 -0.34739593 0.38153445 -0.24662756 -0.26937961 0.24671843 0.12791118 -0.05090756 -0.24662756 0.46670139 -0.14799504 0.20414160 0.09777690 -0.11793566 -0.26937961 -0.14799504 0.36893383 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.65846803 0.39109160 -0.18795704 energy density (per reference volume) = -0.2035940114 Kirchhoff stress 0.19544E-01 0.77566E-02 0.38562E-01 0.77566E-02 0.37612E-01 0.62355E-01 0.38562E-01 0.62355E-01 0.39510E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.58879383 1.17063115 1.13136608 -0.06297200 0.23808729 0.20378754 1.17063115 1.55994412 1.08771852 -0.20603806 0.11442520 0.05949534 1.13136608 1.08771852 0.93366206 -0.33527192 -0.06774209 -0.15069680 -0.06297200 -0.20603806 -0.33527192 0.39159924 -0.23962409 -0.26947659 0.23808729 0.11442520 -0.06774209 -0.23962409 0.47731255 -0.15546671 0.20378754 0.05949534 -0.15069680 -0.26947659 -0.15546671 0.35753306 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.65297602 0.40369184 -0.17507346 energy density (per reference volume) = -0.2033952551 Kirchhoff stress 0.22185E-01 0.58060E-02 0.38203E-01 0.58060E-02 0.37109E-01 0.60578E-01 0.38203E-01 0.60578E-01 0.38983E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.54581060 1.12981014 1.09514842 -0.04194907 0.22850135 0.20161153 1.12981014 1.48867771 1.02451128 -0.20424519 0.09972962 0.01595992 1.09514842 1.02451128 0.89926063 -0.32087858 -0.08378147 -0.18553943 -0.04194907 -0.20424519 -0.32087858 0.40183369 -0.23122541 -0.26845522 0.22850135 0.09972962 -0.08378147 -0.23122541 0.48848663 -0.16282222 0.20161153 0.01595992 -0.18553943 -0.26845522 -0.16282222 0.34415589 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.64802392 0.41640527 -0.16267851 energy density (per reference volume) = -0.2032245443 Kirchhoff stress 0.25055E-01 0.38652E-02 0.37975E-01 0.38652E-02 0.35653E-01 0.58001E-01 0.37975E-01 0.58001E-01 0.37777E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.49920307 1.08199803 1.05684367 -0.01990977 0.21806731 0.19748026 1.08199803 1.39785113 0.95313448 -0.19940604 0.08440030 -0.03359702 1.05684367 0.95313448 0.86647221 -0.30409381 -0.09859509 -0.22197978 -0.01990977 -0.19940604 -0.30409381 0.41206667 -0.22144675 -0.26602600 0.21806731 0.08440030 -0.09859509 -0.22144675 0.50028562 -0.16974418 0.19748026 -0.03359702 -0.22197978 -0.26602600 -0.16974418 0.32884435 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.64353876 0.42926529 -0.15075185 energy density (per reference volume) = -0.2030928741 Kirchhoff stress 0.28048E-01 0.19810E-02 0.37897E-01 0.19810E-02 0.32997E-01 0.54579E-01 0.37897E-01 0.54579E-01 0.35795E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.44924068 1.02749468 1.01649172 0.00308388 0.20676241 0.19143243 1.02749468 1.28470415 0.87395682 -0.19070800 0.06914340 -0.08991725 1.01649172 0.87395682 0.83633493 -0.28477581 -0.11191626 -0.25942346 0.00308388 -0.19070800 -0.28477581 0.42217791 -0.21030791 -0.26192195 0.20676241 0.06914340 -0.11191626 -0.21030791 0.51275707 -0.17589336 0.19143243 -0.08991725 -0.25942346 -0.26192195 -0.17589336 0.31170807 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.63942132 0.44235431 -0.13921343 energy density (per reference volume) = -0.2030127445 Kirchhoff stress 0.31089E-01 0.21472E-03 0.38021E-01 0.21472E-03 0.28814E-01 0.50223E-01 0.38021E-01 0.50223E-01 0.32946E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.39603613 0.96703784 0.97408473 0.02691712 0.19445107 0.18372690 0.96703784 1.14750314 0.78789202 -0.17742056 0.05474892 -0.15340330 0.97408473 0.78789202 0.80996612 -0.26283038 -0.12360438 -0.29705314 0.02691712 -0.17742056 -0.26283038 0.43208378 -0.19784407 -0.25593358 0.19445107 0.05474892 -0.12360438 -0.19784407 0.52590434 -0.18090710 0.18372690 -0.15340330 -0.29705314 -0.25593358 -0.18090710 0.29299650 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.63557921 0.45577697 -0.12796506 energy density (per reference volume) = -0.2029990252 Kirchhoff stress 0.34128E-01 -0.13533E-02 0.38431E-01 -0.13533E-02 0.22713E-01 0.44815E-01 0.38431E-01 0.44815E-01 0.29145E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.33964543 0.90212766 0.92965613 0.05132607 0.18090500 0.17492809 0.90212766 0.98732451 0.69692424 -0.15918025 0.04200849 -0.22344965 0.92965613 0.69692424 0.78864983 -0.23834046 -0.13363457 -0.33365571 0.05132607 -0.15918025 -0.23834046 0.44175340 -0.18412483 -0.24800979 0.18090500 0.04200849 -0.13363457 -0.18412483 0.53965922 -0.18441862 0.17492809 -0.22344965 -0.33365571 -0.24800979 -0.18441862 0.27330494 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.63196236 0.46961531 -0.11693882 energy density (per reference volume) = -0.2030694065 Kirchhoff stress 0.37124E-01 -0.26275E-02 0.39216E-01 -0.26275E-02 0.14308E-01 0.38242E-01 0.39216E-01 0.38242E-01 0.24335E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.28028264 0.83554978 0.88342362 0.07575600 0.16584886 0.16603124 0.83554978 0.81171107 0.60498597 -0.13661587 0.03152699 -0.29710412 0.88342362 0.60498597 0.77387750 -0.21179896 -0.14211238 -0.36736592 0.07575600 -0.13661587 -0.21179896 0.45127912 -0.16928197 -0.23848029 0.16584886 0.03152699 -0.14211238 -0.16928197 0.55385061 -0.18612308 0.16603124 -0.29710412 -0.36736592 -0.23848029 -0.18612308 0.25400889 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.62861457 0.48384231 -0.10616968 energy density (per reference volume) = -0.2032436354 Kirchhoff stress 0.40035E-01 -0.35207E-02 0.40424E-01 -0.35207E-02 0.34194E-02 0.30501E-01 0.40424E-01 0.30501E-01 0.18545E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.21873284 0.77198314 0.83600724 0.09918449 0.14907768 0.15856511 0.77198314 0.64069745 0.51910531 -0.11246877 0.02333496 -0.36688143 0.83600724 0.51910531 0.76723128 -0.18446390 -0.14930147 -0.39539667 0.09918449 -0.11246877 -0.18446390 0.46102743 -0.15354356 -0.22844223 0.14907768 0.02333496 -0.14930147 -0.15354356 0.56817416 -0.18593167 0.15856511 -0.36688143 -0.39539667 -0.22844223 -0.18593167 0.23796870 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.62573436 0.49818985 -0.09588526 energy density (per reference volume) = -0.2035401240 Kirchhoff stress 0.42793E-01 -0.40148E-02 0.41973E-01 -0.40148E-02 -0.95344E-02 0.21876E-01 0.41973E-01 0.21876E-01 0.11993E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.15692949 0.71800770 0.78863244 0.12004513 0.13069241 0.15443562 0.71800770 0.51197524 0.44976393 -0.09278522 0.01634876 -0.41894399 0.78863244 0.44976393 0.76987300 -0.15865352 -0.15561588 -0.41416305 0.12004513 -0.09278522 -0.15865352 0.47182423 -0.13725504 -0.22013446 0.13069241 0.01634876 -0.15561588 -0.13725504 0.58219734 -0.18421121 0.15443562 -0.41894399 -0.41416305 -0.22013446 -0.18421121 0.23005315 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.62367264 0.51207352 -0.08652034 energy density (per reference volume) = -0.2039690490 Kirchhoff stress 0.45310E-01 -0.42410E-02 0.43561E-01 -0.42410E-02 -0.23182E-01 0.13082E-01 0.43561E-01 0.13082E-01 0.51680E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09815586 0.68006024 0.74295884 0.13659631 0.11135742 0.15512962 0.68006024 0.47258031 0.40769798 -0.08603290 0.00832090 -0.43635718 0.74295884 0.40769798 0.78150384 -0.13732432 -0.16147250 -0.42066868 0.13659631 -0.08603290 -0.13732432 0.48487569 -0.12085049 -0.21651105 0.11135742 0.00832090 -0.16147250 -0.12085049 0.59546496 -0.18186867 0.15512962 -0.43635718 -0.42066868 -0.21651105 -0.18186867 0.23583195 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.62275794 0.52479386 -0.07851009 energy density (per reference volume) = -0.2045251114 Kirchhoff stress 0.47531E-01 -0.44746E-02 0.44747E-01 -0.44746E-02 -0.35524E-01 0.50754E-02 0.44747E-01 0.50754E-02 -0.12925E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04592449 0.66023906 0.70020566 0.14787273 0.09220095 0.16048711 0.66023906 0.54534702 0.39604737 -0.09753164 -0.00261504 -0.41171088 0.70020566 0.39604737 0.79954466 -0.12236001 -0.16697613 -0.41517181 0.14787273 -0.09753164 -0.12236001 0.50098827 -0.10478891 -0.21914466 0.09220095 -0.00261504 -0.16697613 -0.10478891 0.60768714 -0.17979525 0.16048711 -0.41171088 -0.41517181 -0.21914466 -0.17979525 0.25705209 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.62304552 0.53596851 -0.07196871 energy density (per reference volume) = -0.2051875786 Kirchhoff stress 0.49493E-01 -0.49724E-02 0.45228E-01 -0.49724E-02 -0.45104E-01 -0.15073E-02 0.45228E-01 -0.15073E-02 -0.69314E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00200312 0.65412604 0.66025060 0.15437453 0.07419589 0.16842324 0.65412604 0.69638723 0.40523579 -0.12284702 -0.01554880 -0.35903912 0.66025060 0.40523579 0.81996288 -0.11289163 -0.17172817 -0.40234496 0.15437453 -0.12284702 -0.11289163 0.51949805 -0.08955595 -0.22592609 0.07419589 -0.01554880 -0.17172817 -0.08955595 0.61880708 -0.17786799 0.16842324 -0.35903912 -0.40234496 -0.22592609 -0.17786799 0.28766361 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.62428302 0.54573342 -0.06661452 energy density (per reference volume) = -0.2059298512 Kirchhoff stress 0.51317E-01 -0.58040E-02 0.45035E-01 -0.58040E-02 -0.51809E-01 -0.66910E-02 0.45035E-01 -0.66910E-02 -0.11668E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96575787 0.65379487 0.62180219 0.15760903 0.05764161 0.17619778 0.65379487 0.85005256 0.41856086 -0.14888389 -0.02666027 -0.30758090 0.62180219 0.41856086 0.83940918 -0.10583664 -0.17507236 -0.38865281 0.15760903 -0.14888389 -0.10583664 0.53826743 -0.07567412 -0.23171170 0.05764161 -0.02666027 -0.17507236 -0.07567412 0.62887759 -0.17477554 0.17619778 -0.30758090 -0.38865281 -0.23171170 -0.17477554 0.31654327 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.62610241 0.55454858 -0.06198003 energy density (per reference volume) = -0.2067307142 Kirchhoff stress 0.53157E-01 -0.68458E-02 0.44446E-01 -0.68458E-02 -0.56567E-01 -0.10978E-01 0.44446E-01 -0.10978E-01 -0.15689E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93529155 0.65270060 0.58338020 0.15902118 0.04221286 0.18193804 0.65270060 0.94471941 0.42360431 -0.16353562 -0.03235233 -0.28025983 0.58338020 0.42360431 0.85679000 -0.09823170 -0.17662601 -0.37817235 0.15902118 -0.16353562 -0.09823170 0.55520812 -0.06345016 -0.23205029 0.04221286 -0.03235233 -0.17662601 -0.06345016 0.63800506 -0.16919320 0.18193804 -0.28025983 -0.37817235 -0.23205029 -0.16919320 0.33561154 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.62821407 0.56286224 -0.05767145 energy density (per reference volume) = -0.2075794836 Kirchhoff stress 0.55119E-01 -0.79044E-02 0.43772E-01 -0.79044E-02 -0.60483E-01 -0.14917E-01 0.43772E-01 -0.14917E-01 -0.19220E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90904385 0.64859570 0.54423083 0.15922186 0.02735575 0.18535014 0.64859570 0.98024217 0.41968417 -0.16576947 -0.03290198 -0.27588041 0.54423083 0.41968417 0.87340831 -0.08925033 -0.17664235 -0.37025378 0.15922186 -0.16576947 -0.08925033 0.57019377 -0.05254588 -0.22687803 0.02735575 -0.03290198 -0.17664235 -0.05254588 0.64646064 -0.16123253 0.18535014 -0.27588041 -0.37025378 -0.22687803 -0.16123253 0.34625276 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.63047731 0.57087857 -0.05351496 energy density (per reference volume) = -0.2084734000 Kirchhoff stress 0.57211E-01 -0.88585E-02 0.43165E-01 -0.88585E-02 -0.64122E-01 -0.18767E-01 0.43165E-01 -0.18767E-01 -0.22366E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.88667656 0.64241049 0.50453855 0.15810852 0.01276786 0.18707341 0.64241049 0.99697286 0.41329723 -0.16300582 -0.03142699 -0.27796560 0.50453855 0.41329723 0.89140713 -0.07976833 -0.17561067 -0.36172359 0.15810852 -0.16300582 -0.07976833 0.58470144 -0.04225458 -0.21925026 0.01276786 -0.03142699 -0.17561067 -0.04225458 0.65460279 -0.15207692 0.18707341 -0.27796560 -0.36172359 -0.21925026 -0.15207692 0.35547388 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.63283792 0.57860982 -0.04949006 energy density (per reference volume) = -0.2094118912 Kirchhoff stress 0.59365E-01 -0.96749E-02 0.42637E-01 -0.96749E-02 -0.67556E-01 -0.22534E-01 0.42637E-01 -0.22534E-01 -0.25136E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86860307 0.63480207 0.46482179 0.15560916 -0.00145742 0.18744806 0.63480207 1.01412059 0.40783452 -0.15891670 -0.02935022 -0.27866115 0.46482179 0.40783452 0.91213397 -0.07025562 -0.17358414 -0.35084964 0.15560916 -0.15891670 -0.07025562 0.59943060 -0.03233281 -0.21060225 -0.00145742 -0.02935022 -0.17358414 -0.03233281 0.66259641 -0.14224808 0.18744806 -0.27866115 -0.35084964 -0.21060225 -0.14224808 0.36667789 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.63525668 0.58603040 -0.04560603 energy density (per reference volume) = -0.2103937527 Kirchhoff stress 0.61503E-01 -0.10344E-01 0.42168E-01 -0.10344E-01 -0.70744E-01 -0.26163E-01 0.42168E-01 -0.26163E-01 -0.27513E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85528085 0.62578207 0.42558961 0.15181321 -0.01509869 0.18654096 0.62578207 1.03351992 0.40409562 -0.15370789 -0.02670847 -0.27690255 0.42558961 0.40409562 0.93649849 -0.06068072 -0.17038802 -0.33693360 0.15181321 -0.15370789 -0.06068072 0.61435186 -0.02284708 -0.20099472 -0.01509869 -0.02670847 -0.17038802 -0.02284708 0.67048138 -0.13174085 0.18654096 -0.27690255 -0.33693360 -0.20099472 -0.13174085 0.38060695 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.63769565 0.59311811 -0.04187128 energy density (per reference volume) = -0.2114167675 Kirchhoff stress 0.63547E-01 -0.10860E-01 0.41737E-01 -0.10860E-01 -0.73638E-01 -0.29599E-01 0.41737E-01 -0.29599E-01 -0.29485E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84705444 0.61533581 0.38734157 0.14684798 -0.02793941 0.18442137 0.61533581 1.05567082 0.40272727 -0.14732320 -0.02344292 -0.27211482 0.38734157 0.40272727 0.96537781 -0.05098203 -0.16587240 -0.31933152 0.14684798 -0.14732320 -0.05098203 0.62936725 -0.01388593 -0.19039814 -0.02793941 -0.02344292 -0.16587240 -0.01388593 0.67828042 -0.12053080 0.18442137 -0.27211482 -0.31933152 -0.19039814 -0.12053080 0.39782756 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.64011964 0.59985617 -0.03829237 energy density (per reference volume) = -0.2124777019 Kirchhoff stress 0.65422E-01 -0.11218E-01 0.41324E-01 -0.11218E-01 -0.76185E-01 -0.32782E-01 0.41324E-01 -0.32782E-01 -0.31037E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84414204 0.60348063 0.35055365 0.14085960 -0.03978335 0.18117837 0.60348063 1.08108810 0.40438390 -0.13973962 -0.01952321 -0.26371105 0.35055365 0.40438390 0.99956677 -0.04112528 -0.15995042 -0.29742972 0.14085960 -0.13973962 -0.04112528 0.64437073 -0.00553479 -0.17881524 -0.03978335 -0.01952321 -0.15995042 -0.00553479 0.68600530 -0.10863088 0.18117837 -0.26371105 -0.29742972 -0.17881524 -0.10863088 0.41889685 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.64249780 0.60623355 -0.03487432 energy density (per reference volume) = -0.2135723232 Kirchhoff stress 0.67062E-01 -0.11417E-01 0.40910E-01 -0.11417E-01 -0.78336E-01 -0.35655E-01 0.40910E-01 -0.35655E-01 -0.32153E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84663250 0.59026161 0.31565810 0.13400572 -0.05046160 0.17691138 0.59026161 1.11025730 0.40965125 -0.13098073 -0.01496292 -0.25114865 0.31565810 0.40965125 1.03965958 -0.03112211 -0.15261977 -0.27073367 0.13400572 -0.13098073 -0.03112211 0.65924872 0.00212447 -0.16629494 -0.05046160 -0.01496292 -0.15261977 0.00212447 0.69365391 -0.09610765 0.17691138 -0.25114865 -0.27073367 -0.16629494 -0.09610765 0.44429468 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.64480454 0.61224481 -0.03162065 energy density (per reference volume) = -0.2146954290 Kirchhoff stress 0.68407E-01 -0.11457E-01 0.40476E-01 -0.11457E-01 -0.80035E-01 -0.38158E-01 0.40476E-01 -0.38158E-01 -0.32819E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85448883 0.57574466 0.28302474 0.12644826 -0.05983812 0.17171920 0.57574466 1.14355996 0.41893707 -0.12113125 -0.00983668 -0.23401589 0.28302474 0.41893707 1.08589766 -0.02105012 -0.14398398 -0.23898987 0.12644826 -0.12113125 -0.02105012 0.67388072 0.00901366 -0.15294785 -0.05983812 -0.00983668 -0.14398398 0.00901366 0.70120834 -0.08309898 0.17171920 -0.23401589 -0.23898987 -0.15294785 -0.08309898 0.47432545 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.64702027 0.61788989 -0.02853370 energy density (per reference volume) = -0.2158408894 Kirchhoff stress 0.69407E-01 -0.11341E-01 0.40004E-01 -0.11341E-01 -0.81229E-01 -0.40235E-01 0.40004E-01 -0.40235E-01 -0.33019E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86755713 0.56000816 0.25294608 0.11834706 -0.06781306 0.16568914 0.56000816 1.18116956 0.43233118 -0.11035179 -0.00429678 -0.21214802 0.25294608 0.43233118 1.13799250 -0.01107122 -0.13426911 -0.20233643 0.11834706 -0.11035179 -0.01107122 0.68814047 0.01505914 -0.13896155 -0.06781306 -0.00429678 -0.13426911 0.01505914 0.70863469 -0.06982991 0.16568914 -0.21214802 -0.20233643 -0.13896155 -0.06982991 0.50899091 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.64913135 0.62317356 -0.02561477 energy density (per reference volume) = -0.2170017070 Kirchhoff stress 0.70020E-01 -0.11076E-01 0.39476E-01 -0.11076E-01 -0.81865E-01 -0.41832E-01 0.39476E-01 -0.41832E-01 -0.32743E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.88557969 0.54313541 0.22562877 0.10985508 -0.07432379 0.15888861 0.54313541 1.22292225 0.44944688 -0.09889076 0.00141511 -0.18576618 0.22562877 0.44944688 1.19494679 -0.00144341 -0.12383013 -0.16146638 0.10985508 -0.09889076 -0.00144341 0.70189854 0.02019395 -0.12461177 -0.07432379 0.00141511 -0.12383013 0.02019395 0.71588574 -0.05662218 0.15888861 -0.18576618 -0.16146638 -0.12461177 -0.05662218 0.54784418 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.65112980 0.62810482 -0.02286420 energy density (per reference volume) = -0.2181701030 Kirchhoff stress 0.70210E-01 -0.10669E-01 0.38875E-01 -0.10669E-01 -0.81895E-01 -0.42904E-01 0.38875E-01 -0.42904E-01 -0.31988E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90821049 0.52521008 0.20119361 0.10111555 -0.07934334 0.15136177 0.52521008 1.26817959 0.46927281 -0.08708784 0.00696724 -0.15561744 0.20119361 0.46927281 1.25491826 0.00748159 -0.11313901 -0.11776883 0.10111555 -0.08708784 0.00748159 0.71502713 0.02436230 -0.11026330 -0.07934334 0.00696724 -0.11313901 0.02436230 0.72290712 -0.04389013 0.15136177 -0.15561744 -0.11776883 -0.11026330 -0.04389013 0.58985186 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.65301288 0.63269626 -0.02028162 energy density (per reference volume) = -0.2193376412 Kirchhoff stress 0.69950E-01 -0.10134E-01 0.38179E-01 -0.10134E-01 -0.81283E-01 -0.43421E-01 0.38179E-01 -0.43421E-01 -0.30762E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93503197 0.50631725 0.17968615 0.09226112 -0.08287638 0.14313337 0.50631725 1.31571974 0.49008797 -0.07536170 0.01195633 -0.12307285 0.17968615 0.49008797 1.31519601 0.01528312 -0.10274573 -0.07338823 0.09226112 -0.07536170 0.01528312 0.72740767 0.02752688 -0.09635277 -0.08287638 0.01195633 -0.10274573 0.02752688 0.72964739 -0.03211468 0.14313337 -0.12307285 -0.07338823 -0.09635277 -0.03211468 0.63331350 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.65478239 0.63696341 -0.01786599 energy density (per reference volume) = -0.2204954009 Kirchhoff stress 0.69222E-01 -0.94881E-02 0.37369E-01 -0.94881E-02 -0.80006E-01 -0.43367E-01 0.37369E-01 -0.43367E-01 -0.29096E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96557177 0.48655188 0.16109833 0.08341481 -0.08495363 0.13422128 0.48655188 1.36371810 0.50951609 -0.06417426 0.01595313 -0.09011658 0.16109833 0.50951609 1.37237994 0.02152641 -0.09320567 -0.03111996 0.08341481 -0.06417426 0.02152641 0.73894127 0.02967875 -0.08334573 -0.08495363 0.01595313 -0.09320567 0.02967875 0.73607127 -0.02178789 0.13422128 -0.09011658 -0.03111996 -0.08334573 -0.02178789 0.67591190 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.65644400 0.64092414 -0.01561574 energy density (per reference volume) = -0.2216342010 Kirchhoff stress 0.68011E-01 -0.87521E-02 0.36421E-01 -0.87521E-02 -0.78063E-01 -0.42754E-01 0.36421E-01 -0.42754E-01 -0.27042E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99931840 0.46603446 0.14539885 0.07469181 -0.08562550 0.12465683 0.46603446 1.40989425 0.52480385 -0.05396723 0.01857761 -0.05914585 0.14539885 0.52480385 1.42284719 0.02584850 -0.08497525 0.00594292 0.07469181 -0.05396723 0.02584850 0.74956069 0.03084791 -0.07166465 -0.08562550 0.01857761 -0.08497525 0.03084791 0.74217353 -0.01332713 0.12465683 -0.05914585 0.00594292 -0.07166465 -0.01332713 0.71497659 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.65800660 0.64459807 -0.01352887 energy density (per reference volume) = -0.2227448677 Kirchhoff stress 0.66312E-01 -0.79501E-02 0.35313E-01 -0.79501E-02 -0.75477E-01 -0.41619E-01 0.35313E-01 -0.41619E-01 -0.24680E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03573503 0.44493051 0.13256568 0.06620105 -0.08495676 0.11450826 0.44493051 1.45188529 0.53336845 -0.04507673 0.01959470 -0.03252726 0.13256568 0.53336845 1.46352048 0.02806238 -0.07829347 0.03504496 0.06620105 -0.04507673 0.02806238 0.75924061 0.03111095 -0.06159674 -0.08495676 0.01959470 -0.07829347 0.03111095 0.74798889 -0.00697136 0.11450826 -0.03252726 0.03504496 -0.06159674 -0.00697136 0.74800657 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.65948171 0.64800624 -0.01160301 energy density (per reference volume) = -0.2238185110 Kirchhoff stress 0.64121E-01 -0.71078E-02 0.34023E-01 -0.71078E-02 -0.72294E-01 -0.40019E-01 0.34023E-01 -0.40019E-01 -0.22109E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07427116 0.42346635 0.12261014 0.05804485 -0.08302358 0.10389862 0.42346635 1.48782036 0.53353711 -0.03764932 0.01900161 -0.01195645 0.12261014 0.53353711 1.49278669 0.02824527 -0.07309040 0.05457757 0.05804485 -0.03764932 0.02824527 0.76800138 0.03059036 -0.05320912 -0.08302358 0.01900161 -0.07309040 0.03059036 0.75359184 -0.00269343 0.10389862 -0.01195645 0.05457757 -0.05320912 -0.00269343 0.77337961 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.66088306 0.65117066 -0.00983557 energy density (per reference volume) = -0.2248467583 Kirchhoff stress 0.61446E-01 -0.62502E-02 0.32534E-01 -0.62502E-02 -0.68576E-01 -0.38028E-01 0.32534E-01 -0.38028E-01 -0.19435E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11437177 0.40193114 0.11558067 0.05031606 -0.07991385 0.09300754 0.40193114 1.51690010 0.52519354 -0.03160165 0.01705928 0.00214497 0.11558067 0.52519354 1.51117090 0.02675884 -0.06897998 0.06473070 0.05031606 -0.03160165 0.02675884 0.77590104 0.02944081 -0.04631783 -0.07991385 0.01705928 -0.06897998 0.02944081 0.75908150 -0.00018017 0.09300754 0.00214497 0.06473070 -0.04631783 -0.00018017 0.79097235 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.66222614 0.65411404 -0.00822374 energy density (per reference volume) = -0.2258218913 Kirchhoff stress 0.58296E-01 -0.53993E-02 0.30836E-01 -0.53993E-02 -0.64386E-01 -0.35716E-01 0.30836E-01 -0.35716E-01 -0.16761E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.15548470 0.38065886 0.11154085 0.04309278 -0.07573007 0.08205119 0.38065886 1.53961062 0.50987474 -0.02666601 0.01422441 0.01078705 0.11154085 0.50987474 1.52122391 0.02415813 -0.06537961 0.06749275 0.04309278 -0.02666601 0.02415813 0.78301494 0.02782289 -0.04055345 -0.07573007 0.01422441 -0.06537961 0.02782289 0.76455260 0.00107668 0.08205119 0.01078705 0.06749275 -0.04055345 0.00107668 0.80224486 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.66352797 0.65685963 -0.00676465 energy density (per reference volume) = -0.2267368607 Kirchhoff stress 0.54689E-01 -0.45733E-02 0.28923E-01 -0.45733E-02 -0.59783E-01 -0.33143E-01 0.28923E-01 -0.33143E-01 -0.14163E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.19706694 0.35999504 0.11053157 0.03643314 -0.07059223 0.07124724 0.35999504 1.55726263 0.49001830 -0.02252114 0.01099085 0.01581855 0.11053157 0.49001830 1.52637062 0.02100678 -0.06172660 0.06571939 0.03643314 -0.02252114 0.02100678 0.78941051 0.02587394 -0.03551548 -0.07059223 0.01099085 -0.06172660 0.02587394 0.77006459 0.00159644 0.07124724 0.01581855 0.06571939 -0.03551548 0.00159644 0.80949533 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.66480679 0.65943101 -0.00545537 energy density (per reference volume) = -0.2275852171 Kirchhoff stress 0.50646E-01 -0.37863E-02 0.26798E-01 -0.37863E-02 -0.54813E-01 -0.30350E-01 0.26798E-01 -0.30350E-01 -0.11698E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.23859056 0.34026612 0.11254106 0.03037271 -0.06463748 0.06078517 0.34026612 1.57106611 0.46774226 -0.01892955 0.00773391 0.01886970 0.11254106 0.46774226 1.52933857 0.01770829 -0.05766300 0.06175835 0.03037271 -0.01892955 0.01770829 0.79513153 0.02369198 -0.03092290 -0.06463748 0.00773391 -0.05766300 0.02369198 0.77562668 0.00174156 0.06078517 0.01886970 0.06175835 -0.03092290 0.00174156 0.81466077 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.66608183 0.66185194 -0.00429301 energy density (per reference volume) = -0.2283610388 Kirchhoff stress 0.46192E-01 -0.30501E-02 0.24467E-01 -0.30501E-02 -0.49513E-01 -0.27369E-01 0.24467E-01 -0.27369E-01 -0.94026E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.27954858 0.32176770 0.11750094 0.02492575 -0.05801614 0.05081868 0.32176770 1.58153406 0.44416814 -0.01577717 0.00467150 0.02072264 0.11750094 0.44416814 1.53142823 0.01447432 -0.05305899 0.05675405 0.02492575 -0.01577717 0.01447432 0.80020087 0.02134093 -0.02664936 -0.05801614 0.00467150 -0.05305899 0.02134093 0.78120703 0.00168658 0.05081868 0.02072264 0.05675405 -0.02664936 0.00168658 0.81866108 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.66737315 0.66414629 -0.00327480 energy density (per reference volume) = -0.2290589132 Kirchhoff stress 0.41359E-01 -0.23751E-02 0.21940E-01 -0.23751E-02 -0.43919E-01 -0.24227E-01 0.21940E-01 -0.24227E-01 -0.73074E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.31946038 0.30476792 0.12530016 0.02008801 -0.05088626 0.04147401 0.30476792 1.58865472 0.41971931 -0.01301476 0.00193384 0.02154487 0.12530016 0.41971931 1.53300546 0.01141138 -0.04790701 0.05104001 0.02008801 -0.01301476 0.01141138 0.80463264 0.01886569 -0.02265121 -0.05088626 0.00193384 -0.04790701 0.01886569 0.78675232 0.00150494 0.04147401 0.02154487 0.05104001 -0.02265121 0.00150494 0.82170911 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.66870148 0.66633801 -0.00239819 energy density (per reference volume) = -0.2296739617 Kirchhoff stress 0.36179E-01 -0.17706E-02 0.19229E-01 -0.17706E-02 -0.38071E-01 -0.20951E-01 0.19229E-01 -0.20951E-01 -0.54380E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.35787626 0.28951069 0.13579699 0.01583920 -0.04340931 0.03285715 0.28951069 1.59228666 0.39463627 -0.01060016 -0.00037174 0.02134151 0.13579699 0.39463627 1.53418122 0.00859613 -0.04223432 0.04473253 0.01583920 -0.01060016 0.00859613 0.80843969 0.01630118 -0.01890147 -0.04340931 -0.00037174 -0.04223432 0.01630118 0.79219981 0.00124442 0.03285715 0.02134151 0.04473253 -0.01890147 0.00124442 0.82383035 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.67008811 0.66845102 -0.00166075 energy density (per reference volume) = -0.2302018768 Kirchhoff stress 0.30688E-01 -0.12447E-02 0.16348E-01 -0.12447E-02 -0.32009E-01 -0.17568E-01 0.16348E-01 -0.17568E-01 -0.38173E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.39438127 0.27621413 0.14882410 0.01214471 -0.03574695 0.02505528 0.27621413 1.59230635 0.36915493 -0.00848236 -0.00214389 0.02011756 0.14882410 0.36915493 1.53503546 0.00609550 -0.03607924 0.03793105 0.01214471 -0.00848236 0.00609550 0.81163481 0.01367434 -0.01537207 -0.03574695 -0.00214389 -0.03607924 0.01367434 0.79748117 0.00094707 0.02505528 0.02011756 0.03793105 -0.01537207 0.00094707 0.82504330 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.67155483 0.67050927 -0.00106041 energy density (per reference volume) = -0.2306389565 Kirchhoff stress 0.24926E-01 -0.80460E-03 0.13312E-01 -0.80460E-03 -0.25774E-01 -0.14105E-01 0.13312E-01 -0.14105E-01 -0.24645E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.42859826 0.26506777 0.16419170 0.00895740 -0.02805827 0.01813659 0.26506777 1.58862533 0.34352187 -0.00660118 -0.00328760 0.01789410 0.16419170 0.34352187 1.53563725 0.00396762 -0.02948887 0.03073593 0.00895740 -0.00660118 0.00396762 0.81423014 0.01100408 -0.01203331 -0.02805827 -0.00328760 -0.02948887 0.01100408 0.80252399 0.00065012 0.01813659 0.01789410 0.03073593 -0.01203331 0.00065012 0.82537647 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.67312393 0.67253674 -0.00059539 energy density (per reference volume) = -0.2309821332 Kirchhoff stress 0.18932E-01 -0.45610E-03 0.10139E-01 -0.45610E-03 -0.19411E-01 -0.10591E-01 0.10139E-01 -0.10591E-01 -0.13957E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.46019036 0.25623012 0.18169044 0.00621932 -0.02049731 0.01215030 0.25623012 1.58119292 0.31799220 -0.00488868 -0.00371604 0.01470870 0.18169044 0.31799220 1.53604425 0.00226107 -0.02251873 0.02324750 0.00621932 -0.00488868 0.00226107 0.81623647 0.00830150 -0.00885510 -0.02049731 -0.00371604 -0.02251873 0.00830150 0.80725324 0.00038515 0.01215030 0.01470870 0.02324750 -0.00885510 0.00038515 0.82486799 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.67481815 0.67455747 -0.00026427 energy density (per reference volume) = -0.2312289965 Kirchhoff stress 0.12751E-01 -0.20383E-03 0.68485E-02 -0.20383E-03 -0.12964E-01 -0.70513E-02 0.68485E-02 -0.70513E-02 -0.62330E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.48886283 0.24982656 0.20109437 0.00386369 -0.01321081 0.00712691 0.24982656 1.56999827 0.29282702 -0.00327065 -0.00335230 0.01061532 0.20109437 0.29282702 1.53630200 0.00101426 -0.01523221 0.01556484 0.00386369 -0.00327065 0.00101426 0.81766279 0.00557009 -0.00580802 -0.01321081 -0.00335230 -0.01523221 0.00557009 0.81159268 0.00017741 0.00712691 0.01061532 0.01556484 -0.00580802 0.00017741 0.82356477 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.67666068 0.67659555 -0.00006601 energy density (per reference volume) = -0.2313778119 Kirchhoff stress 0.64248E-02 -0.51125E-04 0.34615E-02 -0.51125E-04 -0.64782E-02 -0.35124E-02 0.34615E-02 -0.35124E-02 -0.15628E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.51436445 0.24594782 0.22216392 0.00181680 -0.00633623 0.00307861 0.24594782 1.55507215 0.26829083 -0.00166829 -0.00213104 0.00568392 0.22216392 0.26829083 1.53644339 0.00025497 -0.00770013 0.00778460 0.00181680 -0.00166829 0.00025497 0.81851581 0.00280627 -0.00286454 -0.00633623 -0.00213104 -0.00770013 0.00280627 0.81546628 0.00004529 0.00307861 0.00568392 0.00778460 -0.00286454 0.00004529 0.82152152 *** 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 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35735048 1.35735048 1.35735048 -0.67867524 0.67867524 -0.00000000 energy density (per reference volume) = -0.2314275336 Kirchhoff stress 0.38039E-13 -0.21094E-10 0.91611E-11 -0.21094E-10 0.34301E-13 0.12458E-10 0.91611E-11 0.12458E-10 0.37340E-13 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.53648830 0.24464878 0.24464878 0.00000000 -0.00000000 -0.00000000 0.24464878 1.53648830 0.24464878 0.00000000 -0.00000000 -0.00000000 0.24464878 0.24464878 1.53648830 0.00000000 -0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 0.81879968 -0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.81879968 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.81879968 * CB-KIM calculation successfully completed