*HEADING
 Mohr-Coulomb, C3D8 element, Uniaxial Tension
*IMPORT, UPDATE=NO, STATE=YES, step=1
ALLE
*BOUNDARY
 1,PINNED
 2,2
 5,2
 6,2
 4,1
 5,1
 8,1
 2,3
 3,3
 4,3
*STEP
*STATIC,DIRECT
 1.0e-5,1.0e-5
*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
*END STEP
*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
*output,field
*node output
 u
*element output
 press,mises,peeq,s
*output,history
*element output,elset=alle
 press,mises,peeq,s
*END STEP