*HEADING
 Mohr-Coulomb, C3D8 element, Uniaxial Tension
*NODE,NSET=ALLN
 1, 0., 0., 0.
 2, 1., 0., 0.
 3, 1., 1., 0.
 4, 0., 1., 0.
 5, 0., 0., 1.
 6, 1., 0., 1.
 7, 1., 1., 1.
 8, 0., 1., 1.
*ELEMENT,TYPE=C3D8,ELSET=ALLE
 1,1,2,3,4,5,6,7,8
*SOLID SECTION,ELSET=ALLE,MATERIAL=ALLE
*MATERIAL,NAME=ALLE
*density 
 1.0
*ELASTIC
 300.E3,.3
*MOHR COULOMB
 40.,40.
*MOHR COULOMB HARDENING
  6.E3, 0.
  9.E3, 0.02
 11.E3, 0.063333
 12.E3, 0.11
 12.E3, 1.
*BOUNDARY
 1,PINNED
 2,2
 5,2
 6,2
 4,1
 5,1
 8,1
 2,3
 3,3
 4,3
*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