*HEADING
 Transfer from Standard to Standard: elastic+plastic
 - First Standard analysis
*RESTART,WRITE
*NODE,NSET=ALL
1,0.0,0.0,0.0
2,1.0,0.0,0.0
3,1.0,1.0,0.0
4,0.0,1.0,0.0
5,0.0,0.0,1.0
6,1.0,0.0,1.0
7,1.0,1.0,1.0
8,0.0,1.0,1.0
11,0.0,2.0,0.0
12,1.0,2.0,0.0
13,1.0,3.0,0.0
14,0.0,3.0,0.0
15,0.0,2.0,1.0
16,1.0,2.0,1.0
17,1.0,3.0,1.0
18,0.0,3.0,1.0
*NSET,NSET=DISP
2,3,6,7
*NSET,NSET=DISP1
12,13,16,17
**
*NSET,NSET=YZPLANE1
1,5,4,8
*NSET,NSET=YZPLANE2
11,15,14,18
*NSET,NSET=YZPLANE
YZPLANE1,YZPLANE2
**
*NSET,NSET=XZPLANE1
1,2,6,5
*NSET,NSET=XZPLANE2
11,12,16,15
*NSET,NSET=XZPLANE
XZPLANE1,XZPLANE2
**
*NSET,NSET=XYPLANE1
1,2,3,4
*NSET,NSET=XYPLANE2
11,12,13,14
*NSET,NSET=XYPLANE
XYPLANE1,XYPLANE2
**
*ELEMENT,TYPE=COH3D8,ELSET=EALL
1,1,2,3,4,5,6,7,8
11,11,12,13,14,15,16,17,18
*COHESIVE SECTION,ELSET=EALL,MATERIAL=MAT1,RESPONSE=GASKET,STACK DIRECTION=1,THICKNESS=GEOMETRY
*MATERIAL,NAME=MAT1
*ELASTIC
200.E9,0.3
*PLASTIC
300.E8,0.0
350.E8,0.1
*BOUNDARY
ALL,2,3
*STEP,NLGEOM
*STATIC
.1,1.
*BOUNDARY
**XYPLANE,3,3
YZPLANE,1,1
**XZPLANE,2,2
DISP,1,1,-0.2
DISP1,1,1,-0.1
*OUTPUT,FIELD,VARIABLE=PRESELECT
*ELEMENT OUTPUT
S, 
EE,
PE,
*NODE OUTPUT
COORD
*END STEP
*STEP,NLGEOM
*STATIC
.1,1.
*BOUNDARY, OP=MOD
DISP1,1,1,-0.2
*END STEP