*HEADING
 Mohr-Coulomb, C3D8 element, Uniaxial Tension
*NODE,NSET=ALLN
*ELEMENT,TYPE=C3D8,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
 5,2
 6,2
 4,1
 5,1
 8,1
 2,3
 3,3
*INITIAL CONDITIONS,TYPE=STRESS
 ALLE,-5000.,-5000.,-5000.
*STEP, nlgeom=no
*dynamic, explicit
  ,1.
*DLOAD
 1,P2,5000.
 1,P4,5000.
 1,P5,5000.
*output,field
*node output
 u
*element output
 press,mises,peeq,s
*output,history
*element output,elset=alle
 press,mises,peeq,s
*Restart, write
*END STEP
*STEP, NLGEOM=NO
*dynamic,explicit
 ,20.
*amplitude, name=amp-1
 0.0,0.0,20.,1.0
*BOUNDARY,amplitude=amp-1
 7,3,,.2
 5,3,,.2
 6,3,,.2
 8,3,,.2
*output,field
*node output
 u
*element output
 press,mises,peeq,s
*output,history
*element output,elset=alle
 press,mises,peeq,s
*END STEP