*HEADING
 Transfer from Standard to Standard : elastic
 - Second Standard analysis
*IMPORT,UPDATE=NO,STATE=YES,STEP=1
EALL,
*RESTART, WRITE
*FILE FORMAT,ZERO INC
*NODE,NSET=ALL1
*NSET,NSET=DISP2
**
*NSET,NSET=YZPLANE3
*NSET,NSET=YZPLANE
YZPLANE1,YZPLANE2,YZPLANE3
**
*NSET,NSET=XZPLANE3
*NSET,NSET=XZPLANE
XZPLANE1,XZPLANE2,XZPLANE3
**
*NSET,NSET=XYPLANE3
*NSET,NSET=XYPLANE
XYPLANE1,XYPLANE2,XYPLANE3
**
*ELEMENT,TYPE=C3D15H,ELSET=EALL1
*SOLID SECTION,ELSET=EALL1,MATERIAL=MAT2
1.0,
*MATERIAL,NAME=MAT2
*ELASTIC
200.E9,0.3
*PLASTIC
300.E8,0.0
350.E8,0.1
*STEP,NLGEOM
*STATIC
.1,1.
*BOUNDARY, TYPE=VELOCITY
XYPLANE,3,3
YZPLANE,1,1
XZPLANE,2,2
DISP, 1,1
DISP1,1,1,-0.1
DISP2,1,1,-0.2
*NODE FILE
COORD,
*EL FILE
S,
EE,
LE,
PE,
*OUTPUT,FIELD,VARIABLE=PRESELECT
*ELEMENT OUTPUT
S,
EE,
PE,
*NODE OUTPUT
COORD
*END STEP