*heading
clay plasticity, true shear test, 3cd8
*node,nset=alln
*element,type=c3d8,elset=alle
*solid section,elset=alle,material=alle
*material,name=alle
*density
 1.0e-1
*elastic
 2798.,.3
*clay plasticity,hardening=tab
*clay hardening
*initial conditions,type=ratio
alln,1.08
*initial conditions,type=stress
alle,-58.3,-58.3,-58.3
*boundary
1,pinned
2,pinned
3,pinned
4,pinned
5,1
5,3
6,1
6,3
7,1
7,3
8,1
8,3
*step, nlgeom=no
*dynamic,explicit
 ,1.0e-3
*dload
1,p1,58.3
1,p2,58.3
1,p3,58.3
1,p4,58.3
1,p5,58.3
1,p6,58.3
*output,field
*element output
s,e,pe
*output,history
*element output, elset=alle
pe,peeq,press,mises
*end step
*step, nlgeom=no
*dynamic,explicit
 ,20.
*amplitude, name=amp-1
 0.0,0.0,20.0,1.0
*boundary,amplitude=amp-1
7,2,,.5
5,2,,.5
6,2,,.5
8,2,,.5
*end step