*HEADING
 Mohr-Coulomb, C3D8 element
 Uniaxial Compression with temperature dependence 
*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
 30.,30.,10.
 50.,50.,30.
*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=TEMPERATURE
 ALLN,20.
*STEP
*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