*heading ANISOTROPIC HYPERELASTIC, kaliske Simple shear, enhanced hourglass 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. 1,2.,0., 2,3.,0., 3,3.,1., 4,2.,1., 5,2.,0.,1. 6,3.,0.,1. 7,3.,1.,1. 8,2.,1.,1. 21,4.,0., 22,5.,0., 23,5.,1., 24,4.,1., *nset,nset=nz0 11,12,13,14, 1,2,3,4 *nset,nset=nz1 15,16,17,18, 5,6,7,8 *nset,nset=ny0 11,12,15,16, 1,2,5,6, 21,22 *nset,nset=nx1 12,13,16,17 *nset,nset=ny1 13,14,17,18, 3,4,7,8 *nset,nset=ny1ple 23,24 *nset,nset=nx0 14,11,18,15 *nset, nset=ndisp 12, 2, 22 *element,type=c3d8,elset=e_c3d8 1,11,12,13,14,15,16,17,18 *element,type=c3d8r,elset=e_c3d8r 2, 1,2,3,4,5,6,7,8 *element,type=cpe4r,elset=e_cpe4r 3, 21,22,23,24 *elset,elset=eall 1,2,3 *orientation,name=ori-1,local directions=2 1.0,0.0,0.0,0.0,1.0,0.0 3,0.0 0.643055,0.76582,0.0 0.643055,-0.76582,0.0 *solid section,elset=e_c3d8,material=kaliske,orientation=ori-1 1.0, *solid section,elset=e_c3d8r,material=kaliske,orientation=ori-1 1.0, *solid section,elset=e_cpe4r,material=kaliske,orientation=ori-1 1.0, *section control, name=hgctrl, hourglass=stiffness *parameter density=1.0e3 d= 1.e-11 a1= 0.4e9 a2= 0.0 a3= 0.0 b1= 0.2e9 b2= 0.0 b3= 0.0 c2= 0.0 c3= 1.0e9 c4= 0.0 c5= 0.0 c6= 0.0 d2= 0.3e9 d3= 0.0 d4= 0.0 d5= 0.0 d6= 0.0 e2= 0.5e9 e3= 0.0 e4= 0.0 e5= 0.0 e6= 0.0 f2= 0.0 f3= 1.0e9 f4= 0.0 f5= 0.0 f6= 0.0 g2= 0.7e8 g3= 0.0 g4= 0.0 g5= 0.0 g6= 0.0 ** *material,name=kaliske *density *anisotropic hyperelastic,definition=kaliske,local directions=2 ,,,,,,,, ,,,,,,,, ,,,,,,,, ,,,,,,, ** *step,nlgeom=yes simple shear *static 0.05,1.0,,0.05 *boundary ny0,1,2 ny1,2,2 ny1ple,2,2 nz0,3,3 ***cload ** ny1,1,278.0 ** ny1ple,1,556.0 *boundary ny1,1,1,0.2 ny1ple,1,1,0.2 *output,field,freq=5 *element output, elset=eall s, le *node out, nset=all u, rf *output, history *element output, elset=eall s11,s22,s33,s12,le12 *node out, nset=ndisp rf1, rf2, rf3 *end step