*heading
clay plasticity, true shear test, C3D8
*IMPORT, UPDATE=NO, STATE=YES, STEP=1
ALLE
*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-5
*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,field
*node output
 u
*element output
 press,mises,peeq,s
*output,history
*element output,elset=alle
 press,mises,peeq,s
*end step
*amplitude, name=amp-1
 0.0,0.0,20.0,1.0
*step, NLGEOM=NO
*dynamic,explicit
 ,20.
*boundary, amplitude=amp-1
7,2,,.5
5,2,,.5
6,2,,.5
8,2,,.5
*end step