*HEADING
 Mohr-Coulomb Tension cutoff
 CAX4R element, Triaxial Extension
*NODE,NSET=ALLN
 1, 0., 0.
 2, 1., 0.
 3, 1., 1.
 4, 0., 1.
*ELEMENT,TYPE=CAX4R,ELSET=ALLE
 1,1,2,3,4
*SOLID SECTION,ELSET=ALLE,MATERIAL=ALLE
*MATERIAL,NAME=ALLE
*DENSITY
 1.0E-3
*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.
*tension cutoff
6.e2,0.0
*BOUNDARY
 1,PINNED
 2,2
 4,1
*INITIAL CONDITIONS,TYPE=STRESS
 ALLE,-5000.,-5000.,-5000.
*STEP,NLGEOM=NO
*DYNAMIC,EXPLICIT
 ,1.E-3
*DLOAD
 1,P2,5000.
 1,P3,5000.
*output,field
*element output,elset=alle
peeqt
*node output
u
*output,history,variable=preselect
*element output,elset=alle
peeq,peeqt,pener
*END STEP
*STEP
*DYNAMIC,EXPLICIT
 ,1.
*BOUNDARY,TYPE=VELOCITY
 3,2,,.2
 4,2,,.2
*END STEP