*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
21,0.0,4.0,0.0
22,1.0,4.0,0.0
23,1.0,5.0,0.0
24,0.0,5.0,0.0
25,0.0,4.0,1.0
26,1.0,4.0,1.0
27,1.0,5.0,1.0
28,0.0,5.0,1.0
*NSET,NSET=DISP2
22,23,26,27
**
*NSET,NSET=YZPLANE3
21,25,24,28
*NSET,NSET=YZPLANE
YZPLANE1,YZPLANE2,YZPLANE3
**
*NSET,NSET=XZPLANE3
21,22,26,25
*NSET,NSET=XZPLANE
XZPLANE1,XZPLANE2,XZPLANE3
**
*NSET,NSET=XYPLANE3
21,22,23,24
*NSET,NSET=XYPLANE
XYPLANE1,XYPLANE2,XYPLANE3
**
*ELEMENT,TYPE=COH3D6,ELSET=EALL1
21,21,24,28,22,23,27
22,21,28,25,22,27,26
*COHESIVE SECTION,ELSET=EALL1,MATERIAL=MAT2,RESPONSE=GASKET,THICKNESS=GEOMETRY
1.0,
*MATERIAL,NAME=MAT2
*ELASTIC
200.E9,0.3
*PLASTIC
300.E8,0.0
350.E8,0.1
*BOUNDARY
ALL,2,3
ALL1,2,3
*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
*OUTPUT,FIELD,VARIABLE=PRESELECT
*ELEMENT OUTPUT
S, 
EE,
PE,
*NODE OUTPUT
COORD
*END STEP