*HEADING
 Mohr-Coulomb, CPE4R element
 Triaxial Stress (inhomogeneous)
*NODE,NSET=ALLN
*ELEMENT,TYPE=CPE4R,ELSET=ALLE
*SOLID SECTION,ELSET=ALLE,MATERIAL=ALLE
*MATERIAL,NAME=ALLE
*density
 1.0
*ELASTIC
 300.E3,.3
*MOHR COULOMB
*MOHR COULOMB HARDENING
*BOUNDARY
 1,PINNED
 2,2
 4,1
*STEP
*dynamic, explicit
 ,20.
*amplitude, name=amp-1
 0.0,0.0,20.,1.0
*BOUNDARY,amplitude=amp-1
 3,2,,-.4
 4,2,,-.4
 2,1,,.1
 3,1,,.5
*output,field
*node output
 u
*element output
 press,mises,peeq,s
*output,history
*element output,elset=alle
 press,mises,peeq,s
*END STEP