*HEADING
CLAY PLASTICITY, HYDROSTATIC COMPRESSION TEST, C3D8
*IMPORT, UPDATE=NO, STATE=YES, STEP=1
ALLE
*STEP, INC=1
*STATIC,DIRECT
1.0e-5,1.0e-5
*DLOAD
1,P2,1.
*EL PRINT
S, 
SINV, 
E, 
PE, 
EE, 
*NODE PRINT
U, 
RF, 
*BOUNDARY
1,PINNED
2,2
5,2
6,2
4,1
5,1
8,1
2,3
3,3
4,3
*OUTPUT,FIELD,FREQ=10
*ELEMENT OUTPUT
PE,S,E
*output,field
*node output
 u
*element output
 press,mises,peeq,s
*OUTPUT,HISTORY
*ELEMENT OUTPUT, ELSET=ALLE
PE,PEEQ,PRESS,MISES, S
*END STEP
*STEP,INC=200
*STATIC,DIRECT
1e-1,20.
*BOUNDARY
7,1,3,-.1
2,1,,-.1
3,1,,-.1
6,1,,-.1
3,2,,-.1
4,2,,-.1
8,2,,-.1
5,3,,-.1
6,3,,-.1
8,3,,-.1
*EL PRINT
S, 
SINV, 
E, 
PE, 
EE, 
*NODE PRINT
U, 
RF, 
*OUTPUT,FIELD,FREQ=10
*ELEMENT OUTPUT
PE,S,E
*output,field
*node output
 u
*element output
 press,mises,peeq,s
*OUTPUT,HISTORY
*ELEMENT OUTPUT, ELSET=ALLE
PE,PEEQ,PRESS,MISES, S
*END STEP