*HEADING
CLAY PLASTICITY, TRUE SHEAR TEST, 3CD8
*NODE,NSET=ALLN
*ELEMENT,TYPE=C3D8,ELSET=ALLE
*SOLID SECTION,ELSET=ALLE,MATERIAL=ALLE
*MATERIAL,NAME=ALLE
*ELASTIC
 2798.,.3
*CLAY PLASTICITY,HARDENING=TAB
*CLAY HARDENING
*INITIAL CONDITIONS,TYPE=RATIO
ALLN,1.08
*INITIAL CONDITIONS,TYPE=STRESS
ALLE,-58.3,-58.3,-58.3
*BOUNDARY
1,PINNED
2,PINNED
3,PINNED
4,PINNED
5,1
5,3
6,1
6,3
7,1
7,3
8,1
8,3
*STEP,INC=1
*GEOSTATIC
1.,1.
*DLOAD
1,P1,58.3
1,P2,58.3
1,P3,58.3
1,P4,58.3
1,P5,58.3
1,P6,58.3
*EL PRINT
S,
SINV,
E,
PE,
EE,
*NODE PRINT
U,
RF,
*OUTPUT,FIELD,FREQ=10
*ELEMENT OUTPUT
S,E,PE
*END STEP
*STEP,INC=20
*STATIC,DIRECT
1.,20.
*BOUNDARY
7,2,,.5
5,2,,.5
6,2,,.5
8,2,,.5
*END STEP