*HEADING
 HOMOGENEOUS TENSION  (Mohr-Coulomb Plasticity Model) 
 Young's modulus / Cohesion (E/C) =.5, Friction angle Phi=30
*NODE
 1, 0., 0.
 2, 1., 0.
 3, 1., 1.
 4, 0., 1.
*NSET,NSET=RIGHT
 2,3
*NSET,NSET=LEFT
 1,4
*NSET,NSET=BOT
 1,2
*ELEMENT,TYPE=CPE4R,ELSET=ALL
 1,1,2,3,4
*SOLID SECTION,MATERIAL=A1,ELSET=ALL
*MATERIAL,NAME=A1
*DENSITY 
** 0.01,
 0.001,
*ELASTIC
 30.E3, 0.3
*MOHR COULOMB,DEV=1.
 30., 22.
*MOHR COULOMB HARDENING
 60.E3, 0.
*BOUNDARY
 LEFT,1
 BOT,2
**
*AMPLITUDE, NAME=AMP-1
0.0, 0.0, 1.0, 1.0
**
*STEP,NLGEOM=YES
*DYNAMIC,EXPLICIT
 , 1.
*BOUNDARY,AMPLITUDE=AMP-1
 RIGHT,1,,30.
*OUTPUT,FIELD
*NODE OUTPUT
 U,RF
*ELEMENT OUTPUT
 S,PEEQ
*OUTPUT,HISTORY,VARIABLE=PRESELECT
*ELEMENT OUTPUT,ELSET=ALL
 MISES,PRESS,PEEQ
*END STEP