*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
5,0.5,0.0,0.0
6,1.0,0.5,0.0
7,0.5,1.0,0.0
8,0.0,0.5,0.0
9,0.5,0.5,0.0
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
15,0.5,2.0,0.0
16,1.0,2.5,0.0
17,0.5,3.0,0.0
18,0.0,2.5,0.0
19,0.5,2.5,0.0
*NSET,NSET=DISP
2,3,6
*NSET,NSET=DISP1
12,13,16
*ELEMENT,TYPE=CAX6M,ELSET=EALL
1,1,2,4,5,9,8
2,2,3,4,6,7,9
11,11,12,14,15,19,18
12,12,13,14,16,17,19
*SOLID SECTION,ELSET=EALL,MATERIAL=MAT1
1.0,
*MATERIAL,NAME=MAT1
*ELASTIC
200.E9,0.3
*PLASTIC
300.E8,0.0
350.E8,0.1
*STEP,NLGEOM
*STATIC
.1,1.
*BOUNDARY
1,1,2
2,2,2
5,2,2
4,1,1
8,1,1
11,1,2
12,2,2
15,2,2
14,1,1
18,1,1
DISP,1,1,-0.2
DISP1,1,1,-0.1
*EL FILE
S,
EE,
PE,
*NODE FILE
COORD,
*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
*EL FILE
S,
EE,
LE,
PE,
*NODE FILE
COORD,
*END STEP