*heading ISOTROPIC HYPERELASTIC, VISCOELASTICITY and MULLINS EFFECT Uniaxial test, displacement control *preprint, model=yes *node,nset=all 11, 12,1. 13,1.,1., 14,0.,1., 15,0.,0.,1. 16,1.,0.,1. 17,1.,1.,1. 18,0.,1.,1. 41,0.,6., 42,1.,6., 43,1.,7., 44,0.,7., 45,0.,6.,1. 46,1.,6.,1. 47,1.,7.,1. 48,0.,7.,1. *nset,nset=face11 11,12,13,14 *nset,nset=face12 15,16,17,18 *nset,nset=face13 11,12,15,16 *nset,nset=face14 13,16,17 *nset,nset=face15 13,14,17,18 *nset,nset=face16 14,11,18,15 *nset,nset=face41 41,42,43,44 *nset,nset=face42 45,46,47,48 *nset,nset=face43 41,42,45,46 *nset,nset=face44 43,46,47 *nset,nset=face45 43,44,47,48 *nset,nset=face46 44,41,48,45 *nset, nset=ndisp1 12 *nset, nset=ndisp4 42 *element,type=c3d8r,elset=c3d 1,11,12,13,14,15,16,17,18 4,41,42,43,44,45,46,47,48 ** *node,nset=all 21,0.,2., 22,1.,2., 23,1.,3., 24,0.,3., *nset,nset=face21 21,22 *nset,nset=face22 23 *nset,nset=face23 23,24 *nset,nset=face24 21,24 *nset, nset=ndisp2 22 *element,type=cpe4r,elset=cpe 2,21,22,23,24 ** *node,nset=all 31,0.,4., 32,1.,4., 33,1.,5., 34,0.,5., *nset,nset=face31 31,32 *nset,nset=face32 33 *nset,nset=face33 33,34 *nset,nset=face34 31,34 *nset, nset=ndisp3 32 *element,type=cps4r,elset=cps 3,31,32,33,34 *nset, nset=QA_TEST 17,22, 32,42 *elset, elset=solid c3d,cpe *elset, elset = QA_TEST c3d,cpe,cps *solid section,elset=c3d,material=holzapfel 1.0, *solid section,elset=cpe,material=holzapfel 1.0, *parameter density=5.0e-4 C10=7.64 D=1.e-6 *material,name=holzapfel *density *hyperelastic,neoh , *mullins effect 2.0,,0.2 *viscoelastic, time=prony 0.2,,0.05 *solid section,elset=cps,material=holzinc 1.0, *material,name=holzinc *density *hyperelastic,neoh , *mullins effect 2.0,,0.2 *viscoelastic, time=prony 0.2,,0.05 *equation 2, face14,1,1,ndisp1,1,-1 2, face22,1,1,ndisp2,1,-1 2, face32,1,1,ndisp3,1,-1 2, face44,1,1,ndisp4,1,-1 *nset, nset=ndisp ndisp1,ndisp2,ndisp3,ndisp4 *boundary face11,3 face13,2 face16,1 ** face41,3 face42,3 face43,2 face46,1 ** face21,2 face24,1 ** face31,2 face34,1 *amplitude,name=bc 0.0,0.0,0.25,0.75,0.5,0.0,0.75,1.0, 1.0,0.0 ** *DIAGNOSTICS,NONHYBRID=WARNING *step,nlgeom,inc=1000 uniaxial loading *visco,cetol=0.01 0.01,1.0,,0.1 *boundary,amplitude=bc ndisp,1,1,0.3 *output,field, variable=preselect *element output, elset=qa_test s, le *node out, nset=all u, rf *output,field, number=2 *element output, elset=QA_TEST s, *node output, nset=QA_TEST u, *output, history, variable=preselect *element output, elset=qa_test s11, le11, le22, le33, ne11, ne22, ener *node out, nset=ndisp rf1, u1 *end step