*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
*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
*STEP,INC=20
*STATIC,DIRECT
 1.,20.
*BOUNDARY
 7,3,,.2
 5,3,,.2
 6,3,,.2
 8,3,,.2
*EL PRINT
 S, 
 SINV, 
 E, 
 PE, 
 EE, 
*NODE PRINT
 U, 
 RF, 
*EL FILE,FREQ=10
 S,E,PE
*END STEP