---------------------------------------------------------------------------- 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: Three_Body_Stillinger_Weber_Balamane_Si__MO_113686039439_002 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 -0.00000000000000018735 2.71547488920261637091 2.71547488920261770318 2.71547488920261681500 -0.00000000000000008197 2.71547488920261814727 2.71547488920261592682 2.71547488920261592682 -0.00000000000000145847 Relaxed basis atom positions 0.00000000000000000000 0.00000000000000000000 0.00000000000000000000 1.35773744460130885159 1.35773744460130862954 1.35773744460130774137 **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 1.35773744 1.35773744 1.35773744 0.00000000 0.00000000 0.00000000 energy density (per reference volume) = -0.2312297011 Kirchhoff stress 0.76601E-14 0.21960E-15 -0.47256E-15 0.21960E-15 0.77538E-14 -0.25775E-15 -0.47256E-15 -0.25775E-15 0.75457E-14 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00906085 0.50926068 0.50926068 -0.00000000 0.00000000 0.00000000 0.50926068 1.00906085 0.50926068 -0.00000000 0.00000000 0.00000000 0.50926068 0.50926068 1.00906085 -0.00000000 0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 0.73139409 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.73139409 -0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.73139409 *** 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 1.35773744 1.35773744 1.35773744 -0.00432442 0.00421798 -0.00009470 energy density (per reference volume) = -0.2312078063 Kirchhoff stress -0.24642E-02 -0.22885E-04 -0.18843E-02 -0.22885E-04 0.25319E-02 0.18757E-02 -0.18843E-02 0.18757E-02 -0.21512E-04 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00512643 0.50924803 0.51239641 -0.00480450 -0.00171321 -0.00188715 0.50924803 1.01260615 0.50614788 0.00482139 0.00184291 0.00167428 0.51239641 0.50614788 1.00907114 0.00000856 0.00313388 -0.00310496 -0.00480450 0.00482139 0.00000856 0.73113507 -0.00339622 0.00317388 -0.00171321 0.00184291 0.00313388 -0.00339622 0.72975408 -0.00006989 -0.00188715 0.00167428 -0.00310496 0.00317388 -0.00006989 0.73286517 *** 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 1.35773744 1.35773744 1.35773744 -0.00876401 0.00833820 -0.00037876 energy density (per reference volume) = -0.2311421749 Kirchhoff stress -0.48553E-02 -0.91423E-04 -0.37722E-02 -0.91423E-04 0.51260E-02 0.37377E-02 -0.37722E-02 0.37377E-02 -0.85787E-04 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00080768 0.50920982 0.51553432 -0.00958020 -0.00346744 -0.00381159 0.50920982 1.01575895 0.50307874 0.00964758 0.00363414 0.00331235 0.51553432 0.50307874 1.00910123 0.00003384 0.00628352 -0.00616801 -0.00958020 0.00964758 0.00003384 0.73035891 -0.00700464 0.00611583 -0.00346744 0.00363414 0.00628352 -0.00700464 0.72794835 -0.00027948 -0.00381159 0.00331235 -0.00616801 0.00611583 -0.00027948 0.73416439 *** 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 1.35773744 1.35773744 1.35773744 -0.01332754 0.01236927 -0.00085200 energy density (per reference volume) = -0.2310329650 Kirchhoff stress -0.71677E-02 -0.20525E-03 -0.56585E-02 -0.20525E-03 0.77766E-02 0.55813E-02 -0.56585E-02 0.55813E-02 -0.19205E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99611078 0.50914525 0.51865378 -0.01431541 -0.00526415 -0.00576689 0.50914525 1.01851726 0.50007393 0.01446632 0.00536573 0.00491747 0.51865378 0.50007393 1.00914886 0.00007465 0.00943571 -0.00917643 -0.01431541 0.01446632 0.00007465 0.72906831 -0.01081459 0.00881684 -0.00526415 0.00536573 0.00943571 -0.01081459 0.72598038 -0.00062864 -0.00576689 0.00491747 -0.00917643 0.00881684 -0.00062864 0.73528908 *** 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 1.35773744 1.35773744 1.35773744 -0.01802383 0.01631973 -0.00151417 energy density (per reference volume) = -0.2308804393 Kirchhoff stress -0.93961E-02 -0.36377E-03 -0.75378E-02 -0.36377E-03 0.10478E-01 0.74018E-02 -0.75378E-02 0.74018E-02 -0.33899E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99104321 0.50905303 0.52173435 -0.01899863 -0.00710410 -0.00774715 0.50905303 1.02088060 0.49715390 0.01926516 0.00702927 0.00649340 0.52173435 0.49715390 1.00921027 0.00012904 0.01257720 -0.01211780 -0.01899863 0.01926516 0.00012904 0.72726776 -0.01481486 0.01126842 -0.00710410 0.00702927 0.01257720 -0.01481486 0.72385396 -0.00111706 -0.00774715 0.00649340 -0.01211780 0.01126842 -0.00111706 0.73623682 *** 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 1.35773744 1.35773744 1.35773744 -0.02286170 0.02019802 -0.00236486 energy density (per reference volume) = -0.2306849633 Kirchhoff stress -0.11535E-01 -0.56614E-03 -0.94049E-02 -0.56614E-03 0.13226E-01 0.91950E-02 -0.94049E-02 0.91950E-02 -0.52482E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98561374 0.50893133 0.52475592 -0.02361856 -0.00898735 -0.00974695 0.50893133 1.02284991 0.49433879 0.02403150 0.00861589 0.00804436 0.52475592 0.49433879 1.00928023 0.00019427 0.01569487 -0.01498012 -0.02361856 0.02403150 0.00019427 0.72496354 -0.01899371 0.01346271 -0.00898735 0.00861589 0.01569487 -0.01899371 0.72157320 -0.00174434 -0.00974695 0.00804436 -0.01498012 0.01346271 -0.00174434 0.73700537 *** 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 1.35773744 1.35773744 1.35773744 -0.02784999 0.02401253 -0.00340360 energy density (per reference volume) = -0.2304470028 Kirchhoff stress -0.13580E-01 -0.81131E-03 -0.11255E-01 -0.81131E-03 0.16013E-01 0.10957E-01 -0.11255E-01 0.10957E-01 -0.74724E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97983234 0.50877790 0.52769874 -0.02816417 -0.01091326 -0.01176136 0.50877790 1.02442761 0.49164835 0.02875253 0.01011634 0.00957487 0.52769874 0.49164835 1.00935208 0.00026685 0.01877572 -0.01775188 -0.02816417 0.02875253 0.00026685 0.72216370 -0.02333889 0.01539241 -0.01091326 0.01011634 0.01877572 -0.02333889 0.71914251 -0.00250993 -0.01176136 0.00957487 -0.01775188 0.01539241 -0.00250993 0.73759272 *** 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 1.35773744 1.35773744 1.35773744 -0.03299752 0.02777153 -0.00462973 energy density (per reference volume) = -0.2301671216 Kirchhoff stress -0.15525E-01 -0.10980E-02 -0.13081E-01 -0.10980E-02 0.18836E-01 0.12683E-01 -0.13081E-01 0.12683E-01 -0.10034E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97371014 0.50859004 0.53054358 -0.03262464 -0.01288044 -0.01378591 0.50859004 1.02561752 0.48910182 0.03341532 0.01152101 0.01108976 0.53054358 0.48910182 1.00941780 0.00034255 0.02180705 -0.02042209 -0.03262464 0.03341532 0.00034255 0.71887802 -0.02783763 0.01705084 -0.01288044 0.01152101 0.02180705 -0.02783763 0.71656659 -0.00341309 -0.01378591 0.01108976 -0.02042209 0.01705084 -0.00341309 0.73799698 *** 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 1.35773744 1.35773744 1.35773744 -0.03831308 0.03148318 -0.00604251 energy density (per reference volume) = -0.2298459775 Kirchhoff stress -0.17367E-01 -0.14247E-02 -0.14880E-01 -0.14247E-02 0.21689E-01 0.14371E-01 -0.14880E-01 0.14371E-01 -0.12902E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96725914 0.50836465 0.53327151 -0.03698947 -0.01488703 -0.01581660 0.50836465 1.02642491 0.48671780 0.03800675 0.01282002 0.01259398 0.53327151 0.48671780 1.00946780 0.00041642 0.02477621 -0.02298047 -0.03698947 0.03800675 0.00041642 0.71511803 -0.03247668 0.01843196 -0.01488703 0.01282002 0.02477621 -0.03247668 0.71385022 -0.00445293 -0.01581660 0.01259398 -0.02298047 0.01843196 -0.00445293 0.73821641 *** 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 1.35773744 1.35773744 1.35773744 -0.04380541 0.03515555 -0.00764103 energy density (per reference volume) = -0.2294843185 Kirchhoff stress -0.19100E-01 -0.17896E-02 -0.16646E-01 -0.17896E-02 0.24566E-01 0.16016E-01 -0.16646E-01 0.16016E-01 -0.16037E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96047974 0.50809817 0.53584906 -0.04124970 -0.01694433 -0.01785121 0.50809817 1.02685639 0.48451404 0.04251352 0.01400312 0.01409257 0.53584906 0.48451404 1.00947281 0.00048129 0.02765423 -0.02541905 -0.04124970 0.04251352 0.00048129 0.71089684 -0.03724370 0.01953024 -0.01694433 0.01400312 0.02765423 -0.03724370 0.71098321 -0.00562984 -0.01785121 0.01409257 -0.02541905 0.01953024 -0.00562984 0.73824924 *** 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 1.35773744 1.35773744 1.35773744 -0.04948317 0.03879659 -0.00942424 energy density (per reference volume) = -0.2290829801 Kirchhoff stress -0.20719E-01 -0.21909E-02 -0.18374E-01 -0.21909E-02 0.27465E-01 0.17618E-01 -0.18374E-01 0.17618E-01 -0.19390E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95322282 0.50778485 0.53805629 -0.04541406 -0.01923078 -0.01990721 0.50778485 1.02691984 0.48250506 0.04692200 0.01505781 0.01559025 0.53805629 0.48250506 1.00916968 0.00050780 0.03020389 -0.02775467 -0.04541406 0.04692200 0.00050780 0.70622722 -0.04214521 0.02033864 -0.01923078 0.01505781 0.03020389 -0.04214521 0.70776844 -0.00696550 -0.01990721 0.01559025 -0.02775467 0.02033864 -0.00696550 0.73809131 *** 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 1.35773744 1.35773744 1.35773744 -0.05535493 0.04241413 -0.01139092 energy density (per reference volume) = -0.2286428996 Kirchhoff stress -0.22217E-01 -0.26258E-02 -0.20052E-01 -0.26258E-02 0.30379E-01 0.19172E-01 -0.20052E-01 0.19172E-01 -0.22856E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94476999 0.50740872 0.53893598 -0.04957038 -0.02257309 -0.02209176 0.50740872 1.02662421 0.48069166 0.05121704 0.01596025 0.01709008 0.53893598 0.48069166 1.00733956 0.00036448 0.03134885 -0.03012011 -0.04957038 0.05121704 0.00036448 0.70111290 -0.04727669 0.02083871 -0.02257309 0.01596025 0.03134885 -0.04727669 0.70327064 -0.00858274 -0.02209176 0.01709008 -0.03012011 0.02083871 -0.00858274 0.73772483 *** 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 1.35773744 1.35773744 1.35773744 -0.06142912 0.04601591 -0.01353965 energy density (per reference volume) = -0.2281651817 Kirchhoff stress -0.23572E-01 -0.30897E-02 -0.21660E-01 -0.30897E-02 0.33306E-01 0.20682E-01 -0.21660E-01 0.20682E-01 -0.26178E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93357700 0.50693181 0.53637796 -0.05395786 -0.02877546 -0.02468847 0.50693181 1.02597910 0.47904394 0.05537976 0.01666117 0.01859064 0.53637796 0.47904394 1.00116205 -0.00028712 0.02865269 -0.03288947 -0.05395786 0.05537976 -0.00028712 0.69553356 -0.05290993 0.02098301 -0.02877546 0.01666117 0.02865269 -0.05290993 0.69539952 -0.01081007 -0.02468847 0.01859064 -0.03288947 0.02098301 -0.01081007 0.73709754 *** 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 1.35773744 1.35773744 1.35773744 -0.06771400 0.04960962 -0.01586884 energy density (per reference volume) = -0.2276512319 Kirchhoff stress -0.24751E-01 -0.35745E-02 -0.23154E-01 -0.35745E-02 0.36243E-01 0.22151E-01 -0.23154E-01 0.22151E-01 -0.28855E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91785424 0.50629553 0.52775390 -0.05893774 -0.04001036 -0.02813285 0.50629553 1.02499453 0.47749956 0.05938624 0.01708593 0.02008419 0.52775390 0.47749956 0.98687025 -0.00197731 0.01896770 -0.03667354 -0.05893774 0.05938624 -0.00197731 0.68943878 -0.05946971 0.02068661 -0.04001036 0.01708593 0.01896770 -0.05946971 0.68154157 -0.01416568 -0.02813285 0.02008419 -0.03667354 0.02068661 -0.01416568 0.73611123 *** 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 1.35773744 1.35773744 1.35773744 -0.07421764 0.05320307 -0.01837665 energy density (per reference volume) = -0.2271029012 Kirchhoff stress -0.25703E-01 -0.40680E-02 -0.24475E-01 -0.40680E-02 0.39187E-01 0.23590E-01 -0.24475E-01 0.23590E-01 -0.30164E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.89662562 0.50544527 0.51129144 -0.06484418 -0.05761166 -0.03284620 0.50544527 1.02368151 0.47599296 0.06320985 0.01716137 0.02155900 0.51129144 0.47599296 0.96150258 -0.00524861 -0.00001242 -0.04212254 -0.06484418 0.06320985 -0.00524861 0.68276297 -0.06736996 0.01984252 -0.05761166 0.01716137 -0.00001242 -0.06736996 0.65993013 -0.01917602 -0.03284620 0.02155900 -0.04212254 0.01984252 -0.01917602 0.73463733 *** 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 1.35773744 1.35773744 1.35773744 -0.08094783 0.05680445 -0.02106096 energy density (per reference volume) = -0.2265225484 Kirchhoff stress -0.26380E-01 -0.45550E-02 -0.25559E-01 -0.45550E-02 0.42139E-01 0.25014E-01 -0.25559E-01 0.25014E-01 -0.29294E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87035165 0.50436447 0.48704275 -0.07182677 -0.08129450 -0.03904780 0.50436447 1.02205362 0.47450204 0.06682710 0.01685562 0.02300595 0.48704275 0.47450204 0.92434582 -0.01043821 -0.02856735 -0.04967013 -0.07182677 0.06682710 -0.01043821 0.67545325 -0.07682846 0.01835339 -0.08129450 0.01685562 -0.02856735 -0.07682846 0.63061063 -0.02615646 -0.03904780 0.02300595 -0.04967013 0.01835339 -0.02615646 0.73255321 *** 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 1.35773744 1.35773744 1.35773744 -0.08791210 0.06042251 -0.02391935 energy density (per reference volume) = -0.2259129700 Kirchhoff stress -0.26745E-01 -0.50195E-02 -0.26356E-01 -0.50195E-02 0.45097E-01 0.26440E-01 -0.26356E-01 0.26440E-01 -0.25537E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84077401 0.50309684 0.45688661 -0.07978440 -0.10924458 -0.04666344 0.50309684 1.02012924 0.47308452 0.07022395 0.01620651 0.02442632 0.45688661 0.47308452 0.87721377 -0.01755874 -0.06482848 -0.05937688 -0.07978440 0.07022395 -0.01755874 0.66749313 -0.08777710 0.01616060 -0.10924458 0.01620651 -0.06482848 -0.08777710 0.59544194 -0.03509051 -0.04666344 0.02442632 -0.05937688 0.01616060 -0.03509051 0.72977772 *** 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 1.35773744 1.35773744 1.35773744 -0.09511756 0.06406674 -0.02694900 energy density (per reference volume) = -0.2252772186 Kirchhoff stress -0.26781E-01 -0.54474E-02 -0.26835E-01 -0.54474E-02 0.48062E-01 0.27883E-01 -0.26835E-01 0.27883E-01 -0.18428E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81027975 0.50174638 0.42382774 -0.08840254 -0.13879026 -0.05535280 0.50174638 1.01793348 0.47188727 0.07339965 0.01532542 0.02583701 0.42382774 0.47188727 0.82373933 -0.02631212 -0.10549219 -0.07092436 -0.08840254 0.07339965 -0.02631212 0.65891187 -0.09988956 0.01325796 -0.13879026 0.01532542 -0.10549219 -0.09988956 0.55739795 -0.04564342 -0.05535280 0.02583701 -0.07092436 0.01325796 -0.04564342 0.72629073 *** 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 1.35773744 1.35773744 1.35773744 -0.10257092 0.06774735 -0.03014668 energy density (per reference volume) = -0.2246183712 Kirchhoff stress -0.26498E-01 -0.58279E-02 -0.26995E-01 -0.58279E-02 0.51032E-01 0.29356E-01 -0.26995E-01 0.29356E-01 -0.78048E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.78122211 0.50045897 0.39112254 -0.09724778 -0.16717491 -0.06461002 0.50045897 1.01549927 0.47112923 0.07636687 0.01437910 0.02727174 0.39112254 0.47112923 0.76829487 -0.03619171 -0.14679474 -0.08371794 -0.09724778 0.07636687 -0.03619171 0.64977948 -0.11268066 0.00968893 -0.16717491 0.01437910 -0.14679474 -0.11268066 0.51969747 -0.05726526 -0.06461002 0.02727174 -0.08371794 0.00968893 -0.05726526 0.72213355 *** 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 1.35773744 1.35773744 1.35773744 -0.11027834 0.07147516 -0.03350865 energy density (per reference volume) = -0.2239393131 Kirchhoff stress -0.25924E-01 -0.61550E-02 -0.26858E-01 -0.61550E-02 0.54008E-01 0.30867E-01 -0.26858E-01 0.30867E-01 0.62059E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75545671 0.49939548 0.36159855 -0.10586844 -0.19212008 -0.07387969 0.49939548 1.01286719 0.47106883 0.07914871 0.01355995 0.02877827 0.36159855 0.47106883 0.71504055 -0.04660991 -0.18531887 -0.09702988 -0.10586844 0.07914871 -0.04660991 0.64019334 -0.12562003 0.00553312 -0.19212008 0.01355995 -0.18531887 -0.12562003 0.48512848 -0.06932026 -0.07387969 0.02877827 -0.09702988 0.00553312 -0.06932026 0.71739568 *** 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 1.35773744 1.35773744 1.35773744 -0.11824538 0.07526127 -0.03703062 energy density (per reference volume) = -0.2232425773 Kirchhoff stress -0.25100E-01 -0.64267E-02 -0.26462E-01 -0.64267E-02 0.56986E-01 0.32419E-01 -0.26462E-01 0.32419E-01 0.23257E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.73414627 0.49870600 0.33728972 -0.11387039 -0.21209546 -0.08265062 0.49870600 1.01008422 0.47196807 0.08177380 0.01305563 0.03041311 0.33728972 0.47196807 0.66731927 -0.05700683 -0.21846631 -0.11012995 -0.11387039 0.08177380 -0.05700683 0.63026263 -0.13822314 0.00088903 -0.21209546 0.01305563 -0.21846631 -0.13822314 0.45568767 -0.08119790 -0.08265062 0.03041311 -0.11012995 0.00088903 -0.08119790 0.71219571 *** 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 1.35773744 1.35773744 1.35773744 -0.12647688 0.07911675 -0.04070773 energy density (per reference volume) = -0.2225302545 Kirchhoff stress -0.24073E-01 -0.66445E-02 -0.25858E-01 -0.66445E-02 0.59965E-01 0.34012E-01 -0.25858E-01 0.34012E-01 0.42865E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.71777232 0.49851072 0.31934888 -0.12095890 -0.22634828 -0.09051359 0.49851072 1.00720166 0.47406172 0.08427119 0.01302498 0.03223532 0.31934888 0.47406172 0.62740371 -0.06692138 -0.24461607 -0.12237847 -0.12095890 0.08427119 -0.06692138 0.62009504 -0.15010629 -0.00414161 -0.22634828 0.01302498 -0.24461607 -0.15010629 0.43249600 -0.09238645 -0.09051359 0.03223532 -0.12237847 -0.00414161 -0.09238645 0.70666236 *** 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 1.35773744 1.35773744 1.35773744 -0.13497688 0.08305226 -0.04453446 energy density (per reference volume) = -0.2218039670 Kirchhoff stress -0.22891E-01 -0.68124E-02 -0.25096E-01 -0.68124E-02 0.62940E-01 0.35641E-01 -0.25096E-01 0.35641E-01 0.64492E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.70626297 0.49888914 0.30814004 -0.12695091 -0.23478743 -0.09718492 0.49888914 1.00427274 0.47753586 0.08666574 0.01358290 0.03430059 0.30814004 0.47753586 0.59650280 -0.07602470 -0.26306581 -0.13327759 -0.12695091 0.08666574 -0.07602470 0.60978756 -0.16100794 -0.00946556 -0.23478743 0.01358290 -0.26306581 -0.16100794 0.41589279 -0.10250855 -0.09718492 0.03430059 -0.13327759 -0.00946556 -0.10250855 0.70091922 *** 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 1.35773744 1.35773744 1.35773744 -0.14374853 0.08707771 -0.04850464 energy density (per reference volume) = -0.2210648923 Kirchhoff stress -0.21598E-01 -0.69361E-02 -0.24226E-01 -0.69361E-02 0.65910E-01 0.37302E-01 -0.24226E-01 0.37302E-01 0.87611E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.69916112 0.49987710 0.30341640 -0.13176707 -0.23780706 -0.10250511 0.49987710 1.00135000 0.48251626 0.08897475 0.01479406 0.03665637 0.30341640 0.48251626 0.57491780 -0.08412435 -0.27385849 -0.14248807 -0.13176707 0.08897475 -0.08412435 0.59942147 -0.17078558 -0.01500506 -0.23780706 0.01479406 -0.27385849 -0.17078558 0.40561448 -0.11132724 -0.10250511 0.03665637 -0.14248807 -0.01500506 -0.11132724 0.69507444 *** 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 1.35773744 1.35773744 1.35773744 -0.15279395 0.09120202 -0.05261139 energy density (per reference volume) = -0.2203138170 Kirchhoff stress -0.20230E-01 -0.70215E-02 -0.23290E-01 -0.70215E-02 0.68872E-01 0.38988E-01 -0.23290E-01 0.38988E-01 0.11175E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.69578533 0.50146938 0.30451684 -0.13541298 -0.23610699 -0.10642251 0.50146938 0.99848295 0.48906518 0.09120602 0.01667364 0.03933845 0.30451684 0.48906518 0.56225920 -0.09114998 -0.27757248 -0.14982226 -0.13541298 0.09120602 -0.09114998 0.58906090 -0.17939842 -0.02070074 -0.23610699 0.01667364 -0.27757248 -0.17939842 0.40099091 -0.11873298 -0.10642251 0.03933845 -0.14982226 -0.02070074 -0.11873298 0.68921500 *** 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 1.35773744 1.35773744 1.35773744 -0.16211421 0.09543283 -0.05684706 energy density (per reference volume) = -0.2195512045 Kirchhoff stress -0.18816E-01 -0.70745E-02 -0.22325E-01 -0.70745E-02 0.71824E-01 0.40694E-01 -0.22325E-01 0.40694E-01 0.13652E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.69536045 0.50362599 0.31054236 -0.13795674 -0.23053973 -0.10897045 0.50362599 0.99571600 0.49718428 0.09335704 0.01919269 0.04236886 0.31054236 0.49718428 0.55766681 -0.09712979 -0.27512220 -0.15522358 -0.13795674 0.09335704 -0.09712979 0.57875382 -0.18688390 -0.02651153 -0.23053973 0.01919269 -0.27512220 -0.18688390 0.40112111 -0.12472097 -0.10897045 0.04236886 -0.15522358 -0.02651153 -0.12472097 0.68340486 *** 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 1.35773744 1.35773744 1.35773744 -0.17170912 0.09977645 -0.06120325 energy density (per reference volume) = -0.2187772656 Kirchhoff stress -0.17376E-01 -0.71003E-02 -0.21358E-01 -0.71003E-02 0.74767E-01 0.42415E-01 -0.21358E-01 0.42415E-01 0.16163E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.69711153 0.50628008 0.32049600 -0.13950737 -0.22199511 -0.11024326 0.50628008 0.99308678 0.50682154 0.09541524 0.02228625 0.04575503 0.32049600 0.50682154 0.56000185 -0.10216431 -0.26759288 -0.15874021 -0.13950737 0.09541524 -0.10216431 0.56853442 -0.19333376 -0.03241253 -0.22199511 0.02228625 -0.26759288 -0.19333376 0.40501235 -0.12936553 -0.11024326 0.04575503 -0.15874021 -0.03241253 -0.12936553 0.67768566 *** 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 1.35773744 1.35773744 1.35773744 -0.18157738 0.10423773 -0.06567077 energy density (per reference volume) = -0.2179920219 Kirchhoff stress -0.15926E-01 -0.71036E-02 -0.20410E-01 -0.71036E-02 0.77702E-01 0.44148E-01 -0.20410E-01 0.44148E-01 0.18687E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.70023828 0.50934218 0.33337060 -0.14017805 -0.21135497 -0.11036749 0.50934218 0.99062469 0.51787948 0.09735989 0.02586078 0.04949037 0.33337060 0.51787948 0.56799679 -0.10639900 -0.25612097 -0.16049717 -0.14017805 0.09735989 -0.10639900 0.55842209 -0.19886549 -0.03839358 -0.21135497 0.02586078 -0.25612097 -0.19886549 0.41166679 -0.13279288 -0.11036749 0.04949037 -0.16049717 -0.03839358 -0.13279288 0.67207854 *** 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 1.35773744 1.35773744 1.35773744 -0.19172854 0.10882424 -0.07024442 energy density (per reference volume) = -0.2171953960 Kirchhoff stress -0.14456E-01 -0.70916E-02 -0.19486E-01 -0.70916E-02 0.80630E-01 0.45886E-01 -0.19486E-01 0.45886E-01 0.21216E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.69971054 0.51252167 0.34757940 -0.13918293 -0.20108808 -0.10913701 0.51252167 0.98834829 0.53019739 0.09920550 0.02972699 0.05358263 0.34757940 0.53019739 0.58026352 -0.10987198 -0.24206069 -0.16061290 -0.13918293 0.09920550 -0.10987198 0.54823527 -0.20326016 -0.04453298 -0.20108808 0.02972699 -0.24206069 -0.20326016 0.41950934 -0.13502793 -0.10913701 0.05358263 -0.16061290 -0.04453298 -0.13502793 0.66655697 *** 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 1.35773744 1.35773744 1.35773744 -0.20231178 0.11358890 -0.07497382 energy density (per reference volume) = -0.2163879444 Kirchhoff stress -0.12782E-01 -0.71132E-02 -0.18497E-01 -0.71132E-02 0.83552E-01 0.47566E-01 -0.18497E-01 0.47566E-01 0.23787E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.66761074 0.51461215 0.35814996 -0.13110269 -0.20256099 -0.10449607 0.51461215 0.98630943 0.54345671 0.10117332 0.03328287 0.05824125 0.35814996 0.54345671 0.59485357 -0.11195318 -0.22811541 -0.15887728 -0.13110269 0.10117332 -0.11195318 0.53682150 -0.20448139 -0.05134233 -0.20256099 0.03328287 -0.22811541 -0.20448139 0.42353794 -0.13541234 -0.10449607 0.05824125 -0.15887728 -0.05134233 -0.13541234 0.66090695 *** 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 1.35773744 1.35773744 1.35773744 -0.21389761 0.11872256 -0.08007756 energy density (per reference volume) = -0.2155740336 Kirchhoff stress -0.10222E-01 -0.73280E-02 -0.17091E-01 -0.73280E-02 0.86455E-01 0.48967E-01 -0.17091E-01 0.48967E-01 0.26554E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.56311815 0.51428574 0.35821678 -0.10846856 -0.23246027 -0.09332190 0.51428574 0.98481620 0.55731803 0.10355088 0.03572098 0.06408249 0.35821678 0.55731803 0.60934367 -0.11178031 -0.21792684 -0.15470856 -0.10846856 0.10355088 -0.11178031 0.52262465 -0.19960768 -0.05967243 -0.23246027 0.03572098 -0.21792684 -0.19960768 0.41658722 -0.13293216 -0.09332190 0.06408249 -0.15470856 -0.05967243 -0.13293216 0.65473200 *** 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 1.35773744 1.35773744 1.35773744 -0.22754751 0.12457741 -0.08598258 energy density (per reference volume) = -0.2147669692 Kirchhoff stress -0.55977E-02 -0.79891E-02 -0.14641E-01 -0.79891E-02 0.89292E-01 0.49704E-01 -0.14641E-01 0.49704E-01 0.29798E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.38216844 0.51245557 0.34696291 -0.07181276 -0.29347126 -0.07511184 0.51245557 0.98462849 0.57180499 0.10619130 0.03692686 0.07198451 0.34696291 0.57180499 0.62210999 -0.10989576 -0.21299017 -0.14772269 -0.07181276 0.10619130 -0.10989576 0.50568048 -0.18875812 -0.07000847 -0.29347126 0.03692686 -0.21299017 -0.18875812 0.39682886 -0.12765722 -0.07511184 0.07198451 -0.14772269 -0.07000847 -0.12765722 0.64769084 *** 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 1.35773744 1.35773744 1.35773744 -0.24456630 0.13159635 -0.09325304 energy density (per reference volume) = -0.2139923051 Kirchhoff stress 0.23745E-02 -0.93353E-02 -0.10432E-01 -0.93353E-02 0.91975E-01 0.49353E-01 -0.10432E-01 0.49353E-01 0.33836E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.17158589 0.51272620 0.33259868 -0.03141858 -0.36820779 -0.05264311 0.51272620 0.98689166 0.58742028 0.10838421 0.03776613 0.08278137 0.33259868 0.58742028 0.63318174 -0.10862743 -0.21122948 -0.13802515 -0.03141858 0.10838421 -0.10862743 0.48780852 -0.17591776 -0.08232961 -0.36820779 0.03776613 -0.21122948 -0.17591776 0.37035955 -0.12096837 -0.05264311 0.08278137 -0.13802515 -0.08232961 -0.12096837 0.63955358 *** 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 1.35773744 1.35773744 1.35773744 -0.26605979 0.14019424 -0.10245622 energy density (per reference volume) = -0.2132866621 Kirchhoff stress 0.14475E-01 -0.11458E-01 -0.39679E-02 -0.11458E-01 0.94352E-01 0.47633E-01 -0.39679E-02 0.47633E-01 0.38855E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.00432474 0.51996707 0.32906992 -0.00135688 -0.42820788 -0.02993143 0.51996707 0.99286319 0.60498276 0.10908687 0.03971533 0.09691606 0.32906992 0.60498276 0.64429683 -0.11113255 -0.20788748 -0.12610243 -0.00135688 0.10908687 -0.11113255 0.47137987 -0.16676860 -0.09639415 -0.42820788 0.03971533 -0.20788748 -0.16676860 0.34798662 -0.11467545 -0.02993143 0.09691606 -0.12610243 -0.09639415 -0.11467545 0.63015227 *** 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 1.35773744 1.35773744 1.35773744 -0.29232547 0.15058008 -0.11394436 energy density (per reference volume) = -0.2126905187 Kirchhoff stress 0.30302E-01 -0.14183E-01 0.46623E-02 -0.14183E-01 0.96225E-01 0.44610E-01 0.46623E-02 0.44610E-01 0.44716E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.06066001 0.53778472 0.34908928 0.00856777 -0.44924961 -0.00989997 0.53778472 1.00340205 0.62523161 0.10735460 0.04410885 0.11403489 0.34908928 0.62523161 0.65831779 -0.11976623 -0.19781338 -0.11258162 0.00856777 0.10735460 -0.11976623 0.45794939 -0.16560661 -0.11190631 -0.44924961 0.04410885 -0.19781338 -0.16560661 0.33945992 -0.10994993 -0.00989997 0.11403489 -0.11258162 -0.11190631 -0.10994993 0.61944954 *** 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 1.35773744 1.35773744 1.35773744 -0.32250329 0.16261387 -0.12765876 energy density (per reference volume) = -0.2122360509 Kirchhoff stress 0.48113E-01 -0.17077E-01 0.14637E-01 -0.17077E-01 0.97430E-01 0.40764E-01 0.14637E-01 0.40764E-01 0.50894E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.01319550 0.56587021 0.39636747 -0.00131046 -0.42534567 0.00687279 0.56587021 1.01841853 0.64827577 0.10285659 0.05121372 0.13289788 0.39636747 0.64827577 0.67788213 -0.13452262 -0.17838059 -0.09791065 -0.00131046 0.10285659 -0.13452262 0.44745250 -0.17287958 -0.12847445 -0.42534567 0.05121372 -0.17838059 -0.17287958 0.34790485 -0.10671295 0.00687279 0.13289788 -0.09791065 -0.12847445 -0.10671295 0.60768531 *** 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 1.35773744 1.35773744 1.35773744 -0.35510391 0.17590386 -0.14321525 energy density (per reference volume) = -0.2119375372 Kirchhoff stress 0.65742E-01 -0.19683E-01 0.24817E-01 -0.19683E-01 0.97932E-01 0.36728E-01 0.24817E-01 0.36728E-01 0.56737E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.11086913 0.59992498 0.46415387 -0.02233350 -0.36878392 0.02142142 0.59992498 1.03691533 0.67341880 0.09600923 0.05997947 0.15197481 0.46415387 0.67341880 0.70412014 -0.15309338 -0.15064517 -0.08212251 -0.02233350 0.09600923 -0.15309338 0.43863382 -0.18555218 -0.14556502 -0.36878392 0.05997947 -0.15064517 -0.18555218 0.36930208 -0.10401806 0.02142142 0.15197481 -0.08212251 -0.14556502 -0.10401806 0.59535614 *** 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 1.35773744 1.35773744 1.35773744 -0.38892770 0.19006722 -0.16020509 energy density (per reference volume) = -0.2117915918 Kirchhoff stress 0.81713E-01 -0.21731E-01 0.34319E-01 -0.21731E-01 0.97832E-01 0.32970E-01 0.34319E-01 0.32970E-01 0.61777E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.26510274 0.63454212 0.54156848 -0.04489272 -0.29704704 0.03475874 0.63454212 1.05763389 0.69961557 0.08753635 0.06882597 0.17014500 0.54156848 0.69961557 0.73665335 -0.17255618 -0.11766698 -0.06491651 -0.04489272 0.08753635 -0.17255618 0.43020964 -0.19981513 -0.16258668 -0.29704704 0.06882597 -0.11766698 -0.19981513 0.39713793 -0.10093363 0.03475874 0.17014500 -0.06491651 -0.16258668 -0.10093363 0.58299281 *** 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 1.35773744 1.35773744 1.35773744 -0.42338908 0.20485485 -0.17835215 energy density (per reference volume) = -0.2117840324 Kirchhoff stress 0.95455E-01 -0.23151E-01 0.42683E-01 -0.23151E-01 0.97310E-01 0.29720E-01 0.42683E-01 0.29720E-01 0.65815E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.41773891 0.66566962 0.61957088 -0.06302026 -0.22282026 0.04715626 0.66566962 1.07951013 0.72597444 0.07800790 0.07650697 0.18680892 0.61957088 0.72597444 0.77442485 -0.19070856 -0.08242730 -0.04593065 -0.06302026 0.07800790 -0.19070856 0.42151725 -0.21298831 -0.17898445 -0.22282026 0.07650697 -0.08242730 -0.21298831 0.42626801 -0.09695921 0.04715626 0.18680892 -0.04593065 -0.17898445 -0.09695921 0.57099604 *** 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 1.35773744 1.35773744 1.35773744 -0.45825701 0.22008939 -0.19744361 energy density (per reference volume) = -0.2118959505 Kirchhoff stress 0.10692E+00 -0.23976E-01 0.49708E-01 -0.23976E-01 0.96586E-01 0.27081E-01 0.49708E-01 0.27081E-01 0.68825E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.55395356 0.69111804 0.69244461 -0.07444235 -0.15265777 0.05835817 0.69111804 1.10164749 0.75189958 0.06772293 0.08240842 0.20162079 0.69244461 0.75189958 0.81628257 -0.20627818 -0.04705569 -0.02496161 -0.07444235 0.06772293 -0.20627818 0.41247821 -0.22371081 -0.19424647 -0.15265777 0.08240842 -0.04705569 -0.22371081 0.45363744 -0.09193893 0.05835817 0.20162079 -0.02496161 -0.19424647 -0.09193893 0.55964020 *** 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 1.35773744 1.35773744 1.35773744 -0.49326140 0.23553799 -0.21716556 energy density (per reference volume) = -0.2121063000 Kirchhoff stress 0.11619E+00 -0.24269E-01 0.55269E-01 -0.24269E-01 0.95915E-01 0.25128E-01 0.55269E-01 0.25128E-01 0.70862E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.66947101 0.71014772 0.75698189 -0.07917433 -0.08919626 0.06798344 0.71014772 1.12308612 0.77701081 0.05681851 0.08649355 0.21425158 0.75698189 0.77701081 0.86108585 -0.21864636 -0.01292191 -0.00210447 -0.07917433 0.05681851 -0.21864636 0.40336676 -0.23149721 -0.20786999 -0.08919626 0.08649355 -0.01292191 -0.23149721 0.47762102 -0.08588356 0.06798344 0.21425158 -0.00210447 -0.20786999 -0.08588356 0.54916451 *** 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 1.35773744 1.35773744 1.35773744 -0.52777444 0.25080288 -0.23694390 energy density (per reference volume) = -0.2123920893 Kirchhoff stress 0.12335E+00 -0.24097E-01 0.59243E-01 -0.24097E-01 0.95578E-01 0.23958E-01 0.59243E-01 0.23958E-01 0.72031E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.76501689 0.72304289 0.81153075 -0.07842839 -0.03320641 0.07581442 0.72304289 1.14262866 0.80103303 0.04543998 0.08915864 0.22431633 0.81153075 0.80103303 0.90755640 -0.22760398 0.01909289 0.02213681 -0.07842839 0.04543998 -0.22760398 0.39463010 -0.23638497 -0.21936249 -0.03320641 0.08915864 0.01909289 -0.23638497 0.49740274 -0.07888940 0.07581442 0.22431633 0.02213681 -0.21936249 -0.07888940 0.53987260 *** 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 1.35773744 1.35773744 1.35773744 -0.56068090 0.26529748 -0.25588808 energy density (per reference volume) = -0.2127280491 Kirchhoff stress 0.12839E+00 -0.23546E-01 0.61542E-01 -0.23546E-01 0.95843E-01 0.23665E-01 0.61542E-01 0.23665E-01 0.72480E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84318705 0.73083449 0.85551353 -0.07397165 0.01527382 0.08194492 0.73083449 1.15889163 0.82373401 0.03388251 0.09104224 0.23146647 0.85551353 0.82373401 0.95410207 -0.23326401 0.04839319 0.04680540 -0.07397165 0.03388251 -0.23326401 0.38675449 -0.23877854 -0.22833001 0.01527382 0.09104224 0.04839319 -0.23877854 0.51271156 -0.07115633 0.08194492 0.23146647 0.04680540 -0.22833001 -0.07115633 0.53217551 *** 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 1.35773744 1.35773744 1.35773744 -0.59060113 0.27838414 -0.27296467 energy density (per reference volume) = -0.2130873682 Kirchhoff stress 0.13139E+00 -0.22731E-01 0.62199E-01 -0.22731E-01 0.96888E-01 0.24281E-01 0.62199E-01 0.24281E-01 0.72400E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90696990 0.73500000 0.88928690 -0.06763738 0.05652623 0.08675473 0.73500000 1.17066201 0.84492414 0.02261231 0.09276294 0.23557868 0.88928690 0.84492414 0.99883665 -0.23606298 0.07455988 0.07064364 -0.06763738 0.02261231 -0.23606298 0.38012532 -0.23935744 -0.23463734 0.05652623 0.09276294 0.07455988 -0.23935744 0.52376675 -0.06303312 0.08675473 0.23557868 0.07064364 -0.23463734 -0.06303312 0.52650357 *** 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 1.35773744 1.35773744 1.35773744 -0.61643313 0.28963375 -0.28737356 energy density (per reference volume) = -0.2134440449 Kirchhoff stress 0.13253E+00 -0.21792E-01 0.61429E-01 -0.21792E-01 0.98736E-01 0.25730E-01 0.61429E-01 0.25730E-01 0.72000E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95915631 0.73702786 0.91397511 -0.06087065 0.09110957 0.09070668 0.73702786 1.17734859 0.86448174 0.01211974 0.09467284 0.23686447 0.91397511 0.86448174 1.03990076 -0.23670674 0.09730467 0.09246091 -0.06087065 0.01211974 -0.23670674 0.37490578 -0.23890944 -0.23850873 0.09110957 0.09467284 0.09730467 -0.23890944 0.53117382 -0.05499324 0.09070668 0.23686447 0.09246091 -0.23850873 -0.05499324 0.52310103 *** 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 1.35773744 1.35773744 1.35773744 -0.63777320 0.29898966 -0.29882038 energy density (per reference volume) = -0.2137756985 Kirchhoff stress 0.13215E+00 -0.20857E-01 0.59566E-01 -0.20857E-01 0.10127E+00 0.27857E-01 0.59566E-01 0.27857E-01 0.71463E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00214622 0.73802578 0.93107105 -0.05448295 0.11983500 0.09412043 0.73802578 1.17909977 0.88234385 0.00272496 0.09679203 0.23576286 0.93107105 0.88234385 1.07585426 -0.23599508 0.11645014 0.11145793 -0.05448295 0.00272496 -0.23599508 0.37102154 -0.23811309 -0.24044288 0.11983500 0.09679203 0.11645014 -0.23811309 0.53567862 -0.04752335 0.09412043 0.23576286 0.11145793 -0.24044288 -0.04752335 0.52188156 *** 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 1.35773744 1.35773744 1.35773744 -0.65486983 0.30670369 -0.30746065 energy density (per reference volume) = -0.2140651301 Kirchhoff stress 0.13062E+00 -0.20022E-01 0.56957E-01 -0.20022E-01 0.10431E+00 0.30486E-01 0.56957E-01 0.30486E-01 0.70915E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03789040 0.73861030 0.94200054 -0.04873036 0.14362219 0.09710063 0.73861030 1.17650428 0.89845653 -0.00548955 0.09893016 0.23271906 0.94200054 0.89845653 1.10581341 -0.23463273 0.13191118 0.12726248 -0.04873036 -0.00548955 -0.23463273 0.36825782 -0.23741412 -0.24101496 0.14362219 0.09893016 0.13191118 -0.23741412 0.53794199 -0.04101836 0.09710063 0.23271906 0.12726248 -0.24101496 -0.04101836 0.52247617 *** 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 1.35773744 1.35773744 1.35773744 -0.66829940 0.31316390 -0.31366021 energy density (per reference volume) = -0.2143002209 Kirchhoff stress 0.12827E+00 -0.19341E-01 0.53880E-01 -0.19341E-01 0.10769E+00 0.33466E-01 0.53880E-01 0.33466E-01 0.70437E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06789418 0.73903365 0.94790231 -0.04354785 0.16333890 0.09960492 0.73903365 1.17021248 0.91272984 -0.01261597 0.10084062 0.22803635 0.94790231 0.91272984 1.12932793 -0.23314253 0.14367308 0.13976279 -0.04354785 -0.01261597 -0.23314253 0.36637372 -0.23703727 -0.24073035 0.16333890 0.10084062 0.14367308 -0.23703727 0.53846723 -0.03575064 0.09960492 0.22803635 0.13976279 -0.24073035 -0.03575064 0.52438574 *** 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 1.35773744 1.35773744 1.35773744 -0.67868764 0.31876600 -0.31779592 energy density (per reference volume) = -0.2144729558 Kirchhoff stress 0.12536E+00 -0.18843E-01 0.50535E-01 -0.18843E-01 0.11127E+00 0.36688E-01 0.50535E-01 0.36688E-01 0.70072E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09326997 0.73935658 0.94961806 -0.03874121 0.17971935 0.10153704 0.73935658 1.16072097 0.92502025 -0.01883168 0.10230861 0.22184253 0.94961806 0.92502025 1.14619669 -0.23187237 0.15177028 0.14894048 -0.03874121 -0.01883168 -0.23187237 0.36516780 -0.23705596 -0.23997962 0.17971935 0.10230861 0.15177028 -0.23705596 0.53763645 -0.03189121 0.10153704 0.22184253 0.14894048 -0.23997962 -0.03189121 0.52710289 *** 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 1.35773744 1.35773744 1.35773744 -0.68657650 0.32386229 -0.32015941 energy density (per reference volume) = -0.2145783744 Kirchhoff stress 0.12207E+00 -0.18541E-01 0.47060E-01 -0.18541E-01 0.11492E+00 0.40070E-01 0.47060E-01 0.40070E-01 0.69845E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11480968 0.73956690 0.94776561 -0.03408489 0.19335271 0.10280687 0.73956690 1.14831019 0.93513065 -0.02434198 0.10317912 0.21411286 0.94776561 0.93513065 1.15633770 -0.23103506 0.15626781 0.15478111 -0.03408489 -0.02434198 -0.23103506 0.36449859 -0.23745318 -0.23905095 0.19335271 0.10317912 0.15626781 -0.23745318 0.53577029 -0.02954073 0.10280687 0.21411286 0.15478111 -0.23905095 -0.02954073 0.53016676 *** 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 1.35773744 1.35773744 1.35773744 -0.69239012 0.32875833 -0.32092767 energy density (per reference volume) = -0.2146137960 Kirchhoff stress 0.11856E+00 -0.18440E-01 0.43548E-01 -0.18440E-01 0.11856E+00 0.43548E-01 0.43548E-01 0.43548E-01 0.69769E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.13304901 0.73964046 0.94281311 -0.02935647 0.20470004 0.10335808 0.73964046 1.13304901 0.94281311 -0.02935647 0.10335808 0.20470004 0.94281311 0.94281311 1.15972057 -0.23074411 0.15724511 0.15724511 -0.02935647 -0.02935647 -0.23074411 0.36428438 -0.23815635 -0.23815635 0.20470004 0.10335808 0.15724511 -0.23815635 0.53317390 -0.02875178 0.10335808 0.20470004 0.15724511 -0.23815635 -0.02875178 0.53317390 *** 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 1.35773744 1.35773744 1.35773744 -0.69644325 0.33372904 -0.32015941 energy density (per reference volume) = -0.2145783744 Kirchhoff stress 0.11492E+00 -0.18541E-01 0.40070E-01 -0.18541E-01 0.12207E+00 0.47060E-01 0.40070E-01 0.47060E-01 0.69845E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14831019 0.73956690 0.93513065 -0.02434198 0.21411286 0.10317912 0.73956690 1.11480968 0.94776561 -0.03408489 0.10280687 0.19335271 0.93513065 0.94776561 1.15633770 -0.23103506 0.15478111 0.15626781 -0.02434198 -0.03408489 -0.23103506 0.36449859 -0.23905095 -0.23745318 0.21411286 0.10280687 0.15478111 -0.23905095 0.53016676 -0.02954073 0.10317912 0.19335271 0.15626781 -0.23745318 -0.02954073 0.53577029 *** 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 1.35773744 1.35773744 1.35773744 -0.69896150 0.33903986 -0.31779592 energy density (per reference volume) = -0.2144729558 Kirchhoff stress 0.11127E+00 -0.18843E-01 0.36688E-01 -0.18843E-01 0.12536E+00 0.50535E-01 0.36688E-01 0.50535E-01 0.70072E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.16072097 0.73935658 0.92502025 -0.01883168 0.22184253 0.10230861 0.73935658 1.09326997 0.94961806 -0.03874121 0.10153704 0.17971935 0.92502025 0.94961806 1.14619668 -0.23187237 0.14894048 0.15177028 -0.01883168 -0.03874121 -0.23187237 0.36516780 -0.23997962 -0.23705596 0.22184253 0.10153704 0.14894048 -0.23997962 0.52710289 -0.03189121 0.10230861 0.17971935 0.15177028 -0.23705596 -0.03189121 0.53763645 *** 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 1.35773744 1.35773744 1.35773744 -0.70010268 0.34496718 -0.31366021 energy density (per reference volume) = -0.2143002209 Kirchhoff stress 0.10769E+00 -0.19341E-01 0.33466E-01 -0.19341E-01 0.12827E+00 0.53880E-01 0.33466E-01 0.53880E-01 0.70437E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.17021248 0.73903366 0.91272984 -0.01261597 0.22803635 0.10084062 0.73903366 1.06789418 0.94790231 -0.04354785 0.09960492 0.16333890 0.91272984 0.94790231 1.12932792 -0.23314253 0.13976279 0.14367308 -0.01261597 -0.04354785 -0.23314253 0.36637372 -0.24073035 -0.23703727 0.22803635 0.09960492 0.13976279 -0.24073035 0.52438574 -0.03575064 0.10084062 0.16333890 0.14367308 -0.23703727 -0.03575064 0.53846723 *** 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 1.35773744 1.35773744 1.35773744 -0.69997842 0.35181229 -0.30746065 energy density (per reference volume) = -0.2140651301 Kirchhoff stress 0.10431E+00 -0.20022E-01 0.30486E-01 -0.20022E-01 0.13062E+00 0.56957E-01 0.30486E-01 0.56957E-01 0.70915E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.17650428 0.73861030 0.89845653 -0.00548955 0.23271906 0.09893016 0.73861030 1.03789039 0.94200053 -0.04873036 0.09710063 0.14362219 0.89845653 0.94200053 1.10581341 -0.23463273 0.12726248 0.13191118 -0.00548955 -0.04873036 -0.23463273 0.36825782 -0.24101496 -0.23741412 0.23271906 0.09710063 0.12726248 -0.24101496 0.52247617 -0.04101836 0.09893016 0.14362219 0.13191118 -0.23741412 -0.04101836 0.53794199 *** 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 1.35773744 1.35773744 1.35773744 -0.69868102 0.35989748 -0.29882038 energy density (per reference volume) = -0.2137756985 Kirchhoff stress 0.10127E+00 -0.20857E-01 0.27857E-01 -0.20857E-01 0.13215E+00 0.59566E-01 0.27857E-01 0.59566E-01 0.71463E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.17909977 0.73802578 0.88234385 0.00272496 0.23576286 0.09679203 0.73802578 1.00214623 0.93107105 -0.05448295 0.09412043 0.11983500 0.88234385 0.93107105 1.07585427 -0.23599508 0.11145793 0.11645015 0.00272496 -0.05448295 -0.23599508 0.37102154 -0.24044288 -0.23811309 0.23576286 0.09412043 0.11145793 -0.24044288 0.52188156 -0.04752335 0.09679203 0.11983500 0.11645015 -0.23811309 -0.04752335 0.53567862 *** 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 1.35773744 1.35773744 1.35773744 -0.69632144 0.36952206 -0.28737356 energy density (per reference volume) = -0.2134440449 Kirchhoff stress 0.98736E-01 -0.21792E-01 0.25730E-01 -0.21792E-01 0.13253E+00 0.61429E-01 0.25730E-01 0.61429E-01 0.72000E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.17734859 0.73702786 0.86448175 0.01211974 0.23686447 0.09467284 0.73702786 0.95915631 0.91397511 -0.06087065 0.09070668 0.09110957 0.86448175 0.91397511 1.03990076 -0.23670674 0.09246092 0.09730467 0.01211974 -0.06087065 -0.23670674 0.37490578 -0.23850873 -0.23890944 0.23686447 0.09070668 0.09246092 -0.23850873 0.52310103 -0.05499324 0.09467284 0.09110957 0.09730467 -0.23890944 -0.05499324 0.53117382 *** 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 1.35773744 1.35773744 1.35773744 -0.69307541 0.38085842 -0.27296467 energy density (per reference volume) = -0.2130873682 Kirchhoff stress 0.96888E-01 -0.22731E-01 0.24281E-01 -0.22731E-01 0.13139E+00 0.62199E-01 0.24281E-01 0.62199E-01 0.72400E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.17066201 0.73500000 0.84492414 0.02261231 0.23557868 0.09276294 0.73500000 0.90696990 0.88928690 -0.06763738 0.08675473 0.05652623 0.84492414 0.88928690 0.99883665 -0.23606298 0.07064364 0.07455988 0.02261231 -0.06763738 -0.23606298 0.38012532 -0.23463734 -0.23935744 0.23557868 0.08675473 0.07064364 -0.23463734 0.52650357 -0.06303312 0.09276294 0.05652623 0.07455988 -0.23935744 -0.06303312 0.52376675 *** 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 1.35773744 1.35773744 1.35773744 -0.68920700 0.39382356 -0.25588809 energy density (per reference volume) = -0.2127280491 Kirchhoff stress 0.95843E-01 -0.23546E-01 0.23665E-01 -0.23546E-01 0.12839E+00 0.61542E-01 0.23665E-01 0.61542E-01 0.72480E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.15889164 0.73083449 0.82373401 0.03388250 0.23146647 0.09104224 0.73083449 0.84318707 0.85551354 -0.07397165 0.08194491 0.01527383 0.82373401 0.85551354 0.95410207 -0.23326401 0.04680541 0.04839319 0.03388250 -0.07397165 -0.23326401 0.38675448 -0.22833001 -0.23877854 0.23146647 0.08194491 0.04680541 -0.22833001 0.53217550 -0.07115633 0.09104224 0.01527383 0.04839319 -0.23877854 -0.07115633 0.51271156 *** 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 1.35773744 1.35773744 1.35773744 -0.68502357 0.40805201 -0.23694390 energy density (per reference volume) = -0.2123920893 Kirchhoff stress 0.95578E-01 -0.24097E-01 0.23958E-01 -0.24097E-01 0.12335E+00 0.59243E-01 0.23958E-01 0.59243E-01 0.72031E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14262867 0.72304288 0.80103303 0.04543998 0.22431633 0.08915864 0.72304288 0.76501690 0.81153076 -0.07842839 0.07581442 -0.03320640 0.80103303 0.81153076 0.90755640 -0.22760398 0.02213681 0.01909290 0.04543998 -0.07842839 -0.22760398 0.39463010 -0.21936249 -0.23638497 0.22431633 0.07581442 0.02213681 -0.21936249 0.53987260 -0.07888940 0.08915864 -0.03320640 0.01909290 -0.23638497 -0.07888940 0.49740274 *** 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 1.35773744 1.35773744 1.35773744 -0.68077522 0.42305181 -0.21716557 energy density (per reference volume) = -0.2121063000 Kirchhoff stress 0.95915E-01 -0.24269E-01 0.25128E-01 -0.24269E-01 0.11619E+00 0.55269E-01 0.25128E-01 0.55269E-01 0.70862E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.12308612 0.71014772 0.77701081 0.05681850 0.21425158 0.08649355 0.71014772 0.66947102 0.75698189 -0.07917433 0.06798344 -0.08919625 0.77701081 0.75698189 0.86108585 -0.21864636 -0.00210446 -0.01292191 0.05681850 -0.07917433 -0.21864636 0.40336676 -0.20786999 -0.23149721 0.21425158 0.06798344 -0.00210446 -0.20786999 0.54916451 -0.08588356 0.08649355 -0.08919625 -0.01292191 -0.23149721 -0.08588356 0.47762102 *** 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 1.35773744 1.35773744 1.35773744 -0.67658495 0.43841733 -0.19744361 energy density (per reference volume) = -0.2118959505 Kirchhoff stress 0.96586E-01 -0.23976E-01 0.27081E-01 -0.23976E-01 0.10692E+00 0.49708E-01 0.27081E-01 0.49708E-01 0.68825E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.10164750 0.69111804 0.75189958 0.06772293 0.20162080 0.08240842 0.69111804 0.55395357 0.69244462 -0.07444235 0.05835817 -0.15265777 0.75189958 0.69244462 0.81628257 -0.20627818 -0.02496161 -0.04705569 0.06772293 -0.07444235 -0.20627818 0.41247820 -0.19424647 -0.22371081 0.20162080 0.05835817 -0.02496161 -0.19424647 0.55964020 -0.09193893 0.08240842 -0.15265777 -0.04705569 -0.22371081 -0.09193893 0.45363744 *** 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 1.35773744 1.35773744 1.35773744 -0.67245705 0.45392283 -0.17835215 energy density (per reference volume) = -0.2117840324 Kirchhoff stress 0.97310E-01 -0.23151E-01 0.29720E-01 -0.23151E-01 0.95455E-01 0.42683E-01 0.29720E-01 0.42683E-01 0.65815E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07951013 0.66566962 0.72597444 0.07800790 0.18680893 0.07650697 0.66566962 0.41773892 0.61957088 -0.06302026 0.04715626 -0.22282026 0.72597444 0.61957088 0.77442485 -0.19070856 -0.04593065 -0.08242730 0.07800790 -0.06302026 -0.19070856 0.42151725 -0.17898445 -0.21298831 0.18680893 0.04715626 -0.04593065 -0.17898445 0.57099604 -0.09695921 0.07650697 -0.22282026 -0.08242730 -0.21298831 -0.09695921 0.42626801 *** 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 1.35773744 1.35773744 1.35773744 -0.66833428 0.46947381 -0.16020509 energy density (per reference volume) = -0.2117915918 Kirchhoff stress 0.97832E-01 -0.21731E-01 0.32970E-01 -0.21731E-01 0.81713E-01 0.34319E-01 0.32970E-01 0.34319E-01 0.61777E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05763389 0.63454212 0.69961557 0.08753635 0.17014500 0.06882597 0.63454212 0.26510274 0.54156848 -0.04489272 0.03475874 -0.29704704 0.69961557 0.54156848 0.73665335 -0.17255618 -0.06491651 -0.11766698 0.08753635 -0.04489272 -0.17255618 0.43020964 -0.16258668 -0.19981513 0.17014500 0.03475874 -0.06491651 -0.16258668 0.58299281 -0.10093363 0.06882597 -0.29704704 -0.11766698 -0.19981513 -0.10093363 0.39713793 *** 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 1.35773744 1.35773744 1.35773744 -0.66417253 0.48497246 -0.14321527 energy density (per reference volume) = -0.2119375372 Kirchhoff stress 0.97932E-01 -0.19683E-01 0.36728E-01 -0.19683E-01 0.65742E-01 0.24817E-01 0.36728E-01 0.24817E-01 0.56737E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03691535 0.59992498 0.67341880 0.09600924 0.15197482 0.05997947 0.59992498 0.11086917 0.46415389 -0.02233349 0.02142142 -0.36878391 0.67341880 0.46415389 0.70412014 -0.15309339 -0.08212251 -0.15064516 0.09600924 -0.02233349 -0.15309339 0.43863381 -0.14556503 -0.18555218 0.15197482 0.02142142 -0.08212251 -0.14556503 0.59535613 -0.10401806 0.05997947 -0.36878391 -0.15064516 -0.18555218 -0.10401806 0.36930209 *** 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 1.35773744 1.35773744 1.35773744 -0.66002894 0.50013952 -0.12765877 energy density (per reference volume) = -0.2122360509 Kirchhoff stress 0.97430E-01 -0.17077E-01 0.40764E-01 -0.17077E-01 0.48113E-01 0.14637E-01 0.40764E-01 0.14637E-01 0.50894E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01841854 0.56587022 0.64827577 0.10285659 0.13289789 0.05121371 0.56587022 -0.01319548 0.39636748 -0.00131046 0.00687279 -0.42534566 0.64827577 0.39636748 0.67788212 -0.13452263 -0.09791065 -0.17838059 0.10285659 -0.00131046 -0.13452263 0.44745250 -0.12847446 -0.17287958 0.13289789 0.00687279 -0.09791065 -0.12847446 0.60768531 -0.10671295 0.05121371 -0.42534566 -0.17838059 -0.17287958 -0.10671295 0.34790485 *** 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 1.35773744 1.35773744 1.35773744 -0.65613351 0.51438812 -0.11394436 energy density (per reference volume) = -0.2126905187 Kirchhoff stress 0.96225E-01 -0.14183E-01 0.44610E-01 -0.14183E-01 0.30302E-01 0.46623E-02 0.44610E-01 0.46623E-02 0.44716E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00340205 0.53778472 0.62523161 0.10735461 0.11403489 0.04410885 0.53778472 -0.06066001 0.34908928 0.00856777 -0.00989997 -0.44924962 0.62523161 0.34908928 0.65831779 -0.11976623 -0.11258162 -0.19781339 0.10735461 0.00856777 -0.11976623 0.45794939 -0.11190631 -0.16560661 0.11403489 -0.00989997 -0.11258162 -0.11190631 0.61944954 -0.10994993 0.04410885 -0.44924962 -0.19781339 -0.16560661 -0.10994993 0.33945992 *** 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 1.35773744 1.35773744 1.35773744 -0.65283537 0.52696982 -0.10245623 energy density (per reference volume) = -0.2132866621 Kirchhoff stress 0.94352E-01 -0.11458E-01 0.47633E-01 -0.11458E-01 0.14475E-01 -0.39679E-02 0.47633E-01 -0.39679E-02 0.38855E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99286319 0.51996708 0.60498276 0.10908688 0.09691606 0.03971532 0.51996708 0.00432472 0.32906991 -0.00135687 -0.02993144 -0.42820789 0.60498276 0.32906991 0.64429682 -0.11113255 -0.12610243 -0.20788749 0.10908688 -0.00135687 -0.11113255 0.47137987 -0.09639416 -0.16676860 0.09691606 -0.02993144 -0.12610243 -0.09639416 0.63015227 -0.11467545 0.03971532 -0.42820789 -0.20788749 -0.16676860 -0.11467545 0.34798661 *** 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 1.35773744 1.35773744 1.35773744 -0.65038387 0.53741392 -0.09325304 energy density (per reference volume) = -0.2139923051 Kirchhoff stress 0.91975E-01 -0.93353E-02 0.49353E-01 -0.93353E-02 0.23745E-02 -0.10432E-01 0.49353E-01 -0.10432E-01 0.33836E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98689166 0.51272620 0.58742028 0.10838421 0.08278137 0.03776613 0.51272620 0.17158588 0.33259868 -0.03141857 -0.05264311 -0.36820779 0.58742028 0.33259868 0.63318174 -0.10862743 -0.13802515 -0.21122948 0.10838421 -0.03141857 -0.10862743 0.48780852 -0.08232961 -0.17591776 0.08278137 -0.05264311 -0.13802515 -0.08232961 0.63955358 -0.12096837 0.03776613 -0.36820779 -0.21122948 -0.17591776 -0.12096837 0.37035955 *** 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 1.35773744 1.35773744 1.35773744 -0.64876764 0.54579755 -0.08598258 energy density (per reference volume) = -0.2147669692 Kirchhoff stress 0.89292E-01 -0.79891E-02 0.49704E-01 -0.79891E-02 -0.55977E-02 -0.14641E-01 0.49704E-01 -0.14641E-01 0.29798E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98462849 0.51245557 0.57180499 0.10619130 0.07198451 0.03692686 0.51245557 0.38216844 0.34696291 -0.07181276 -0.07511184 -0.29347126 0.57180499 0.34696291 0.62210999 -0.10989576 -0.14772269 -0.21299017 0.10619130 -0.07181276 -0.10989576 0.50568048 -0.07000847 -0.18875812 0.07198451 -0.07511184 -0.14772269 -0.07000847 0.64769084 -0.12765722 0.03692686 -0.29347126 -0.21299017 -0.18875812 -0.12765722 0.39682886 *** 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 1.35773744 1.35773744 1.35773744 -0.64777248 0.55259743 -0.08007756 energy density (per reference volume) = -0.2155740336 Kirchhoff stress 0.86455E-01 -0.73280E-02 0.48967E-01 -0.73280E-02 -0.10222E-01 -0.17091E-01 0.48967E-01 -0.17091E-01 0.26554E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98481620 0.51428574 0.55731803 0.10355088 0.06408248 0.03572098 0.51428574 0.56311820 0.35821679 -0.10846857 -0.09332190 -0.23246024 0.55731803 0.35821679 0.60934369 -0.11178031 -0.15470856 -0.21792681 0.10355088 -0.10846857 -0.11178031 0.52262465 -0.05967242 -0.19960768 0.06408248 -0.09332190 -0.15470856 -0.05967242 0.65473201 -0.13293216 0.03572098 -0.23246024 -0.21792681 -0.19960768 -0.13293216 0.41658723 *** 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 1.35773744 1.35773744 1.35773744 -0.64712818 0.55840530 -0.07497382 energy density (per reference volume) = -0.2163879444 Kirchhoff stress 0.83552E-01 -0.71132E-02 0.47566E-01 -0.71132E-02 -0.12782E-01 -0.18497E-01 0.47566E-01 -0.18497E-01 0.23787E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98630943 0.51461215 0.54345671 0.10117332 0.05824125 0.03328287 0.51461215 0.66761074 0.35814996 -0.13110269 -0.10449607 -0.20256099 0.54345671 0.35814996 0.59485357 -0.11195318 -0.15887728 -0.22811540 0.10117332 -0.13110269 -0.11195318 0.53682150 -0.05134233 -0.20448139 0.05824125 -0.10449607 -0.15887728 -0.05134233 0.66090695 -0.13541234 0.03328287 -0.20256099 -0.22811540 -0.20448139 -0.13541234 0.42353795 *** 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 1.35773744 1.35773744 1.35773744 -0.64661884 0.56371454 -0.07024442 energy density (per reference volume) = -0.2171953960 Kirchhoff stress 0.80630E-01 -0.70916E-02 0.45886E-01 -0.70916E-02 -0.14456E-01 -0.19486E-01 0.45886E-01 -0.19486E-01 0.21216E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98834829 0.51252167 0.53019739 0.09920550 0.05358263 0.02972699 0.51252167 0.69971054 0.34757940 -0.13918293 -0.10913701 -0.20108808 0.53019739 0.34757940 0.58026352 -0.10987198 -0.16061290 -0.24206068 0.09920550 -0.13918293 -0.10987198 0.54823527 -0.04453298 -0.20326016 0.05358263 -0.10913701 -0.16061290 -0.04453298 0.66655697 -0.13502793 0.02972699 -0.20108808 -0.24206068 -0.20326016 -0.13502793 0.41950934 *** 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 1.35773744 1.35773744 1.35773744 -0.64613620 0.56879655 -0.06567077 energy density (per reference volume) = -0.2179920219 Kirchhoff stress 0.77702E-01 -0.71036E-02 0.44148E-01 -0.71036E-02 -0.15926E-01 -0.20410E-01 0.44148E-01 -0.20410E-01 0.18687E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99062469 0.50934218 0.51787948 0.09735989 0.04949037 0.02586078 0.50934218 0.70023828 0.33337060 -0.14017805 -0.11036749 -0.21135497 0.51787948 0.33337060 0.56799679 -0.10639900 -0.16049717 -0.25612097 0.09735989 -0.14017805 -0.10639900 0.55842209 -0.03839358 -0.19886549 0.04949037 -0.11036749 -0.16049717 -0.03839358 0.67207854 -0.13279288 0.02586078 -0.21135497 -0.25612097 -0.19886549 -0.13279288 0.41166679 *** 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 1.35773744 1.35773744 1.35773744 -0.64566025 0.57372756 -0.06120324 energy density (per reference volume) = -0.2187772656 Kirchhoff stress 0.74767E-01 -0.71003E-02 0.42415E-01 -0.71003E-02 -0.17376E-01 -0.21358E-01 0.42415E-01 -0.21358E-01 0.16163E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99308678 0.50628008 0.50682154 0.09541524 0.04575503 0.02228625 0.50628008 0.69711154 0.32049601 -0.13950738 -0.11024325 -0.22199510 0.50682154 0.32049601 0.56000185 -0.10216431 -0.15874020 -0.26759288 0.09541524 -0.13950738 -0.10216431 0.56853442 -0.03241253 -0.19333376 0.04575503 -0.11024325 -0.15874020 -0.03241253 0.67768566 -0.12936553 0.02228625 -0.22199510 -0.26759288 -0.19333376 -0.12936553 0.40501235 *** 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 1.35773744 1.35773744 1.35773744 -0.64520011 0.57851873 -0.05684705 energy density (per reference volume) = -0.2195512045 Kirchhoff stress 0.71824E-01 -0.70744E-02 0.40694E-01 -0.70744E-02 -0.18816E-01 -0.22325E-01 0.40694E-01 -0.22325E-01 0.13652E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99571600 0.50362599 0.49718428 0.09335704 0.04236886 0.01919269 0.50362599 0.69536045 0.31054236 -0.13795674 -0.10897045 -0.23053973 0.49718428 0.31054236 0.55766681 -0.09712980 -0.15522358 -0.27512219 0.09335704 -0.13795674 -0.09712980 0.57875382 -0.02651152 -0.18688390 0.04236886 -0.10897045 -0.15522358 -0.02651152 0.68340486 -0.12472097 0.01919269 -0.23053973 -0.27512219 -0.18688390 -0.12472097 0.40112112 *** 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 1.35773744 1.35773744 1.35773744 -0.64476837 0.58317643 -0.05261138 energy density (per reference volume) = -0.2203138170 Kirchhoff stress 0.68872E-01 -0.70214E-02 0.38988E-01 -0.70214E-02 -0.20230E-01 -0.23290E-01 0.38988E-01 -0.23290E-01 0.11175E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99848295 0.50146938 0.48906518 0.09120602 0.03933846 0.01667364 0.50146938 0.69578533 0.30451684 -0.13541298 -0.10642251 -0.23610699 0.48906518 0.30451684 0.56225920 -0.09114998 -0.14982226 -0.27757247 0.09120602 -0.13541298 -0.09114998 0.58906090 -0.02070074 -0.17939842 0.03933846 -0.10642251 -0.14982226 -0.02070074 0.68921500 -0.11873298 0.01667364 -0.23610699 -0.27757247 -0.17939842 -0.11873298 0.40099091 *** 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 1.35773744 1.35773744 1.35773744 -0.64437874 0.58770792 -0.04850464 energy density (per reference volume) = -0.2210648923 Kirchhoff stress 0.65910E-01 -0.69361E-02 0.37302E-01 -0.69361E-02 -0.21598E-01 -0.24226E-01 0.37302E-01 -0.24226E-01 0.87611E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00135000 0.49987710 0.48251626 0.08897475 0.03665638 0.01479406 0.49987710 0.69916112 0.30341640 -0.13176707 -0.10250511 -0.23780705 0.48251626 0.30341640 0.57491780 -0.08412435 -0.14248807 -0.27385849 0.08897475 -0.13176707 -0.08412435 0.59942147 -0.01500506 -0.17078558 0.03665638 -0.10250511 -0.14248807 -0.01500506 0.69507444 -0.11132724 0.01479406 -0.23780705 -0.27385849 -0.17078558 -0.11132724 0.40561448 *** 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 1.35773744 1.35773744 1.35773744 -0.64404601 0.59212138 -0.04453446 energy density (per reference volume) = -0.2218039670 Kirchhoff stress 0.62940E-01 -0.68124E-02 0.35641E-01 -0.68124E-02 -0.22891E-01 -0.25096E-01 0.35641E-01 -0.25096E-01 0.64492E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00427274 0.49888914 0.47753586 0.08666573 0.03430059 0.01358290 0.49888914 0.70626297 0.30814004 -0.12695091 -0.09718492 -0.23478743 0.47753586 0.30814004 0.59650281 -0.07602470 -0.13327759 -0.26306581 0.08666573 -0.12695091 -0.07602470 0.60978756 -0.00946556 -0.16100794 0.03430059 -0.09718492 -0.13327759 -0.00946556 0.70091922 -0.10250855 0.01358290 -0.23478743 -0.26306581 -0.16100794 -0.10250855 0.41589279 *** 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 1.35773744 1.35773744 1.35773744 -0.64378590 0.59642577 -0.04070773 energy density (per reference volume) = -0.2225302545 Kirchhoff stress 0.59965E-01 -0.66445E-02 0.34012E-01 -0.66445E-02 -0.24073E-01 -0.25858E-01 0.34012E-01 -0.25858E-01 0.42865E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00720166 0.49851072 0.47406172 0.08427119 0.03223532 0.01302498 0.49851072 0.71777232 0.31934888 -0.12095890 -0.09051359 -0.22634828 0.47406172 0.31934888 0.62740371 -0.06692138 -0.12237847 -0.24461607 0.08427119 -0.12095890 -0.06692138 0.62009504 -0.00414161 -0.15010629 0.03223532 -0.09051359 -0.12237847 -0.00414161 0.70666236 -0.09238645 0.01302498 -0.22634828 -0.24461607 -0.15010629 -0.09238645 0.43249600 *** 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 1.35773744 1.35773744 1.35773744 -0.64361481 0.60063070 -0.03703062 energy density (per reference volume) = -0.2232425773 Kirchhoff stress 0.56986E-01 -0.64267E-02 0.32419E-01 -0.64267E-02 -0.25100E-01 -0.26462E-01 0.32419E-01 -0.26462E-01 0.23257E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01008422 0.49870600 0.47196807 0.08177380 0.03041311 0.01305563 0.49870600 0.73414627 0.33728972 -0.11387039 -0.08265062 -0.21209546 0.47196807 0.33728972 0.66731927 -0.05700683 -0.11012995 -0.21846631 0.08177380 -0.11387039 -0.05700683 0.63026263 0.00088903 -0.13822314 0.03041311 -0.08265062 -0.11012995 0.00088903 0.71219571 -0.08119790 0.01305563 -0.21209546 -0.21846631 -0.13822314 -0.08119790 0.45568767 *** 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 1.35773744 1.35773744 1.35773744 -0.64354947 0.60474629 -0.03350865 energy density (per reference volume) = -0.2239393131 Kirchhoff stress 0.54008E-01 -0.61550E-02 0.30867E-01 -0.61550E-02 -0.25924E-01 -0.26858E-01 0.30867E-01 -0.26858E-01 0.62059E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01286719 0.49939548 0.47106883 0.07914871 0.02877827 0.01355995 0.49939548 0.75545671 0.36159855 -0.10586844 -0.07387969 -0.19212008 0.47106883 0.36159855 0.71504055 -0.04660991 -0.09702988 -0.18531887 0.07914871 -0.10586844 -0.04660991 0.64019334 0.00553312 -0.12562003 0.02877827 -0.07387969 -0.09702988 0.00553312 0.71739568 -0.06932026 0.01355995 -0.19212008 -0.18531887 -0.12562003 -0.06932026 0.48512848 *** 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 1.35773744 1.35773744 1.35773744 -0.64360649 0.60878292 -0.03014668 energy density (per reference volume) = -0.2246183712 Kirchhoff stress 0.51032E-01 -0.58279E-02 0.29356E-01 -0.58279E-02 -0.26498E-01 -0.26995E-01 0.29356E-01 -0.26995E-01 -0.78048E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01549927 0.50045897 0.47112923 0.07636687 0.02727174 0.01437910 0.50045897 0.78122211 0.39112254 -0.09724778 -0.06461003 -0.16717491 0.47112923 0.39112254 0.76829487 -0.03619171 -0.08371794 -0.14679474 0.07636687 -0.09724778 -0.03619171 0.64977948 0.00968893 -0.11268066 0.02727174 -0.06461003 -0.08371794 0.00968893 0.72213355 -0.05726526 0.01437910 -0.16717491 -0.14679474 -0.11268066 -0.05726526 0.51969747 *** 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 1.35773744 1.35773744 1.35773744 -0.64380190 0.61275107 -0.02694900 energy density (per reference volume) = -0.2252772186 Kirchhoff stress 0.48062E-01 -0.54474E-02 0.27883E-01 -0.54474E-02 -0.26781E-01 -0.26835E-01 0.27883E-01 -0.26835E-01 -0.18428E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01793348 0.50174638 0.47188727 0.07339965 0.02583701 0.01532542 0.50174638 0.81027975 0.42382774 -0.08840254 -0.05535280 -0.13879026 0.47188727 0.42382774 0.82373933 -0.02631212 -0.07092436 -0.10549219 0.07339965 -0.08840254 -0.02631212 0.65891187 0.01325796 -0.09988956 0.02583701 -0.05535280 -0.07092436 0.01325796 0.72629073 -0.04564342 0.01532542 -0.13879026 -0.10549219 -0.09988956 -0.04564342 0.55739795 *** 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 1.35773744 1.35773744 1.35773744 -0.64415068 0.61666109 -0.02391935 energy density (per reference volume) = -0.2259129700 Kirchhoff stress 0.45097E-01 -0.50195E-02 0.26440E-01 -0.50195E-02 -0.26745E-01 -0.26356E-01 0.26440E-01 -0.26356E-01 -0.25537E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02012924 0.50309684 0.47308452 0.07022395 0.02442632 0.01620651 0.50309684 0.84077401 0.45688661 -0.07978440 -0.04666344 -0.10924458 0.47308452 0.45688661 0.87721377 -0.01755874 -0.05937688 -0.06482848 0.07022395 -0.07978440 -0.01755874 0.66749313 0.01616060 -0.08777710 0.02442632 -0.04666344 -0.05937688 0.01616060 0.72977772 -0.03509051 0.01620651 -0.10924458 -0.06482848 -0.08777710 -0.03509051 0.59544194 *** 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 1.35773744 1.35773744 1.35773744 -0.64466644 0.62052306 -0.02106096 energy density (per reference volume) = -0.2265225484 Kirchhoff stress 0.42139E-01 -0.45550E-02 0.25014E-01 -0.45550E-02 -0.26380E-01 -0.25559E-01 0.25014E-01 -0.25559E-01 -0.29294E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02205363 0.50436447 0.47450204 0.06682710 0.02300595 0.01685562 0.50436447 0.87035165 0.48704275 -0.07182677 -0.03904780 -0.08129449 0.47450204 0.48704275 0.92434582 -0.01043821 -0.04967012 -0.02856735 0.06682710 -0.07182677 -0.01043821 0.67545325 0.01835339 -0.07682846 0.02300595 -0.03904780 -0.04967012 0.01835339 0.73255321 -0.02615646 0.01685562 -0.08129449 -0.02856735 -0.07682846 -0.02615646 0.63061063 *** 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 1.35773744 1.35773744 1.35773744 -0.64536126 0.62434669 -0.01837665 energy density (per reference volume) = -0.2271029012 Kirchhoff stress 0.39187E-01 -0.40680E-02 0.23590E-01 -0.40680E-02 -0.25703E-01 -0.24475E-01 0.23590E-01 -0.24475E-01 -0.30164E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02368151 0.50544528 0.47599296 0.06320985 0.02155900 0.01716137 0.50544528 0.89662562 0.51129144 -0.06484418 -0.03284620 -0.05761166 0.47599296 0.51129144 0.96150258 -0.00524861 -0.04212254 -0.00001242 0.06320985 -0.06484418 -0.00524861 0.68276297 0.01984252 -0.06736996 0.02155900 -0.03284620 -0.04212254 0.01984252 0.73463733 -0.01917602 0.01716137 -0.05761166 -0.00001242 -0.06736996 -0.01917602 0.65993013 *** 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 1.35773744 1.35773744 1.35773744 -0.64624572 0.62814133 -0.01586884 energy density (per reference volume) = -0.2276512319 Kirchhoff stress 0.36243E-01 -0.35745E-02 0.22151E-01 -0.35745E-02 -0.24751E-01 -0.23154E-01 0.22151E-01 -0.23154E-01 -0.28855E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02499453 0.50629553 0.47749956 0.05938624 0.02008419 0.01708593 0.50629553 0.91785424 0.52775390 -0.05893774 -0.02813285 -0.04001036 0.47749956 0.52775390 0.98687025 -0.00197731 -0.03667354 0.01896770 0.05938624 -0.05893774 -0.00197731 0.68943878 0.02068661 -0.05946971 0.02008419 -0.02813285 -0.03667354 0.02068661 0.73611123 -0.01416568 0.01708593 -0.04001036 0.01896770 -0.05946971 -0.01416568 0.68154157 *** 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 1.35773744 1.35773744 1.35773744 -0.64732925 0.63191603 -0.01353965 energy density (per reference volume) = -0.2281651817 Kirchhoff stress 0.33306E-01 -0.30897E-02 0.20682E-01 -0.30897E-02 -0.23572E-01 -0.21660E-01 0.20682E-01 -0.21660E-01 -0.26178E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02597910 0.50693181 0.47904394 0.05537976 0.01859064 0.01666117 0.50693181 0.93357700 0.53637796 -0.05395786 -0.02468847 -0.02877546 0.47904394 0.53637796 1.00116205 -0.00028712 -0.03288947 0.02865269 0.05537976 -0.05395786 -0.00028712 0.69553356 0.02098301 -0.05290993 0.01859064 -0.02468847 -0.03288947 0.02098301 0.73709754 -0.01081007 0.01666117 -0.02877546 0.02865269 -0.05290993 -0.01081007 0.69539952 *** 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 1.35773744 1.35773744 1.35773744 -0.64862045 0.63567965 -0.01139091 energy density (per reference volume) = -0.2286428996 Kirchhoff stress 0.30379E-01 -0.26258E-02 0.19172E-01 -0.26258E-02 -0.22217E-01 -0.20052E-01 0.19172E-01 -0.20052E-01 -0.22856E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02662421 0.50740872 0.48069166 0.05121704 0.01709008 0.01596025 0.50740872 0.94476999 0.53893598 -0.04957038 -0.02209175 -0.02257309 0.48069166 0.53893598 1.00733956 0.00036448 -0.03012011 0.03134885 0.05121704 -0.04957038 0.00036448 0.70111290 0.02083871 -0.04727669 0.01709008 -0.02209175 -0.03012011 0.02083871 0.73772483 -0.00858274 0.01596025 -0.02257309 0.03134885 -0.04727669 -0.00858274 0.70327064 *** 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 1.35773744 1.35773744 1.35773744 -0.65012754 0.63944096 -0.00942424 energy density (per reference volume) = -0.2290829801 Kirchhoff stress 0.27465E-01 -0.21909E-02 0.17618E-01 -0.21909E-02 -0.20719E-01 -0.18374E-01 0.17618E-01 -0.18374E-01 -0.19390E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02691984 0.50778485 0.48250506 0.04692200 0.01559025 0.01505781 0.50778485 0.95322282 0.53805629 -0.04541406 -0.01990721 -0.01923078 0.48250506 0.53805629 1.00916968 0.00050780 -0.02775467 0.03020389 0.04692200 -0.04541406 0.00050780 0.70622722 0.02033864 -0.04214521 0.01559025 -0.01990721 -0.02775467 0.02033864 0.73809131 -0.00696550 0.01505781 -0.01923078 0.03020389 -0.04214521 -0.00696550 0.70776844 *** 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 1.35773744 1.35773744 1.35773744 -0.65185861 0.64320876 -0.00764103 energy density (per reference volume) = -0.2294843185 Kirchhoff stress 0.24566E-01 -0.17896E-02 0.16016E-01 -0.17896E-02 -0.19100E-01 -0.16646E-01 0.16016E-01 -0.16646E-01 -0.16037E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02685639 0.50809817 0.48451404 0.04251352 0.01409257 0.01400312 0.50809817 0.96047974 0.53584906 -0.04124970 -0.01785121 -0.01694433 0.48451404 0.53584906 1.00947281 0.00048129 -0.02541905 0.02765423 0.04251352 -0.04124970 0.00048129 0.71089684 0.01953024 -0.03724370 0.01409257 -0.01785121 -0.02541905 0.01953024 0.73824924 -0.00562984 0.01400312 -0.01694433 0.02765423 -0.03724370 -0.00562984 0.71098321 *** 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 1.35773744 1.35773744 1.35773744 -0.65382174 0.64699185 -0.00604251 energy density (per reference volume) = -0.2298459775 Kirchhoff stress 0.21689E-01 -0.14247E-02 0.14371E-01 -0.14247E-02 -0.17367E-01 -0.14880E-01 0.14371E-01 -0.14880E-01 -0.12902E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02642491 0.50836465 0.48671780 0.03800675 0.01259398 0.01282002 0.50836465 0.96725914 0.53327151 -0.03698947 -0.01581660 -0.01488703 0.48671780 0.53327151 1.00946780 0.00041642 -0.02298047 0.02477621 0.03800675 -0.03698947 0.00041642 0.71511803 0.01843196 -0.03247668 0.01259398 -0.01581660 -0.02298047 0.01843196 0.73821641 -0.00445293 0.01282002 -0.01488703 0.02477621 -0.03247668 -0.00445293 0.71385022 *** 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 1.35773744 1.35773744 1.35773744 -0.65602505 0.65079906 -0.00462973 energy density (per reference volume) = -0.2301671216 Kirchhoff stress 0.18836E-01 -0.10980E-02 0.12683E-01 -0.10980E-02 -0.15525E-01 -0.13081E-01 0.12683E-01 -0.13081E-01 -0.10034E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02561752 0.50859004 0.48910182 0.03341532 0.01108976 0.01152101 0.50859004 0.97371014 0.53054358 -0.03262464 -0.01378591 -0.01288044 0.48910182 0.53054358 1.00941780 0.00034255 -0.02042209 0.02180705 0.03341532 -0.03262464 0.00034255 0.71887802 0.01705084 -0.02783763 0.01108976 -0.01378591 -0.02042209 0.01705084 0.73799698 -0.00341309 0.01152101 -0.01288044 0.02180705 -0.02783763 -0.00341309 0.71656659 *** 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 1.35773744 1.35773744 1.35773744 -0.65847671 0.65463926 -0.00340360 energy density (per reference volume) = -0.2304470028 Kirchhoff stress 0.16013E-01 -0.81131E-03 0.10957E-01 -0.81131E-03 -0.13580E-01 -0.11255E-01 0.10957E-01 -0.11255E-01 -0.74724E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02442761 0.50877790 0.49164835 0.02875253 0.00957487 0.01011634 0.50877790 0.97983234 0.52769874 -0.02816417 -0.01176136 -0.01091326 0.49164835 0.52769874 1.00935208 0.00026685 -0.01775188 0.01877572 0.02875253 -0.02816417 0.00026685 0.72216370 0.01539241 -0.02333889 0.00957487 -0.01176136 -0.01775188 0.01539241 0.73759272 -0.00250993 0.01011634 -0.01091326 0.01877572 -0.02333889 -0.00250993 0.71914251 *** 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 1.35773744 1.35773744 1.35773744 -0.66118497 0.65852129 -0.00236487 energy density (per reference volume) = -0.2306849633 Kirchhoff stress 0.13226E-01 -0.56614E-03 0.91950E-02 -0.56614E-03 -0.11535E-01 -0.94049E-02 0.91950E-02 -0.94049E-02 -0.52482E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02284991 0.50893133 0.49433879 0.02403150 0.00804436 0.00861589 0.50893133 0.98561374 0.52475592 -0.02361856 -0.00974695 -0.00898735 0.49433879 0.52475592 1.00928023 0.00019427 -0.01498012 0.01569487 0.02403150 -0.02361856 0.00019427 0.72496354 0.01346271 -0.01899371 0.00804436 -0.00974695 -0.01498012 0.01346271 0.73700537 -0.00174434 0.00861589 -0.00898735 0.01569487 -0.01899371 -0.00174434 0.72157320 *** 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 1.35773744 1.35773744 1.35773744 -0.66415813 0.66245403 -0.00151417 energy density (per reference volume) = -0.2308804393 Kirchhoff stress 0.10478E-01 -0.36377E-03 0.74018E-02 -0.36377E-03 -0.93961E-02 -0.75378E-02 0.74018E-02 -0.75378E-02 -0.33899E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02088060 0.50905303 0.49715390 0.01926516 0.00649340 0.00702927 0.50905303 0.99104321 0.52173435 -0.01899863 -0.00774715 -0.00710410 0.49715390 0.52173435 1.00921027 0.00012904 -0.01211780 0.01257720 0.01926516 -0.01899863 0.00012904 0.72726776 0.01126842 -0.01481486 0.00649340 -0.00774715 -0.01211780 0.01126842 0.73623682 -0.00111706 0.00702927 -0.00710410 0.01257720 -0.01481486 -0.00111706 0.72385396 *** 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 1.35773744 1.35773744 1.35773744 -0.66740459 0.66644632 -0.00085200 energy density (per reference volume) = -0.2310329650 Kirchhoff stress 0.77766E-02 -0.20525E-03 0.55813E-02 -0.20525E-03 -0.71677E-02 -0.56585E-02 0.55813E-02 -0.56585E-02 -0.19205E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01851726 0.50914525 0.50007393 0.01446632 0.00491747 0.00536573 0.50914525 0.99611078 0.51865378 -0.01431541 -0.00576689 -0.00526415 0.50007393 0.51865378 1.00914886 0.00007465 -0.00917643 0.00943571 0.01446632 -0.01431541 0.00007465 0.72906831 0.00881684 -0.01081459 0.00491747 -0.00576689 -0.00917643 0.00881684 0.73528908 -0.00062864 0.00536573 -0.00526415 0.00943571 -0.01081459 -0.00062864 0.72598038 *** 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 1.35773744 1.35773744 1.35773744 -0.67093281 0.67050699 -0.00037875 energy density (per reference volume) = -0.2311421749 Kirchhoff stress 0.51260E-02 -0.91420E-04 0.37377E-02 -0.91420E-04 -0.48553E-02 -0.37722E-02 0.37377E-02 -0.37722E-02 -0.85787E-04 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01575895 0.50920982 0.50307874 0.00964758 0.00331235 0.00363414 0.50920982 1.00080768 0.51553432 -0.00958021 -0.00381158 -0.00346744 0.50307874 0.51553432 1.00910123 0.00003383 -0.00616801 0.00628353 0.00964758 -0.00958021 0.00003383 0.73035891 0.00611584 -0.00700464 0.00331235 -0.00381158 -0.00616801 0.00611584 0.73416439 -0.00027949 0.00363414 -0.00346744 0.00628353 -0.00700464 -0.00027949 0.72794835 *** 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 1.35773744 1.35773744 1.35773744 -0.67475131 0.67464487 -0.00009470 energy density (per reference volume) = -0.2312078063 Kirchhoff stress 0.25319E-02 -0.22886E-04 0.18757E-02 -0.22886E-04 -0.24642E-02 -0.18843E-02 0.18757E-02 -0.18843E-02 -0.21512E-04 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01260615 0.50924803 0.50614788 0.00482139 0.00167428 0.00184291 0.50924803 1.00512643 0.51239641 -0.00480450 -0.00188715 -0.00171321 0.50614788 0.51239641 1.00907114 0.00000856 -0.00310496 0.00313388 0.00482139 -0.00480450 0.00000856 0.73113507 0.00317388 -0.00339622 0.00167428 -0.00188715 -0.00310496 0.00317388 0.73286517 -0.00006988 0.00184291 -0.00171321 0.00313388 -0.00339622 -0.00006988 0.72975408 *** 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 1.35773744 1.35773744 1.35773744 -0.67886872 0.67886872 0.00000000 energy density (per reference volume) = -0.2312297011 Kirchhoff stress 0.79224E-14 0.35431E-10 0.13025E-09 0.35431E-10 0.80681E-14 -0.46154E-10 0.13025E-09 -0.46154E-10 0.77351E-14 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00906085 0.50926068 0.50926068 -0.00000000 -0.00000000 0.00000000 0.50926068 1.00906085 0.50926068 -0.00000000 -0.00000000 0.00000000 0.50926068 0.50926068 1.00906085 -0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 0.73139409 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.73139409 -0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 -0.00000000 0.73139409 * CB-KIM calculation successfully completed