*HEADING
 Transfer from Standard to Standard: elastic+plastic
 Dynamic->Static transfer
 - First Standard analysis
*RESTART,WRITE
*FILE FORMAT, ZERO INC
*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
9, 0.5,0.0,0.0
10,1.0,0.5,0.0
11,0.5,1.0,0.0
12,0.0,0.5,0.0
13,0.5,0.0,1.0
14,1.0,0.5,1.0
15,0.5,1.0,1.0
16,0.0,0.5,1.0
17,0.0,0.0,0.5
18,1.0,0.0,0.5
19,1.0,1.0,0.5
20,0.0,1.0,0.5
21,0.5,0.5,0.5
22,0.5,0.5,0.0
23,0.5,0.5,1.0
24,0.5,0.0,0.5
25,1.0,0.5,0.5
26,0.5,1.0,0.5
27,0.0,0.5,0.5
*NSET,NSET=DISP
5,6,7,8,13,14,15,16,23
*NSET,NSET=DISP1
17,18,19,20,21,24,25,26,27
*NSET,NSET=XZPLANE
1,2,6,5,9,17,18,24,13
*NSET,NSET=XYPLANE
1,2,3,4,9,12,22,10,11
*ELEMENT,TYPE=C3D10I,ELSET=ONE
1,1,2,4,7,9,22,12,21,25,26
2,2,3,4,7,10,11,22,25,19,26
3,1,6,2,7,24,18,9,21,14,25
4,1,5,6,8,17,13,24,27,16,23
5,1,4,8,7,12,20,27,21,26,15
6,1,8,6,7,27,23,24,21,15,14
*SOLID SECTION,ELSET=ONE,MATERIAL=MAT1
*MATERIAL,NAME=MAT1
*ELASTIC
200.E9,0.3
*PLASTIC
300.E6,0.0
400.E6,0.1
450.E6,0.3
*DENSITY
7800.0
*STEP,NLGEOM,INC=200
*DYNAMIC,HAFTOL=1.0E7
0.0001,0.1
*BOUNDARY
XYPLANE,1,1
XYPLANE,3,3
XZPLANE,2,2
DISP,3,3
DISP1,3,3
*CLOAD
DISP,1,1E7
DISP1,1,5E6
*EL FILE,FREQ=50
S,
EE,
PE,
*NODE FILE,FREQ=50
COORD,
*OUTPUT,FIELD,VARIABLE=PRESELECT,FREQ=50
*ELEMENT OUTPUT
S, 
EE,
PE,
*NODE OUTPUT
COORD
*END STEP
*STEP,NLGEOM,INC=20
*STATIC
0.1,1.0
*CLOAD,OP=NEW
*BOUNDARY,OP=NEW
XYPLANE,1,1
XYPLANE,3,3
XZPLANE,2,2
DISP,3,3
DISP1,3,3
*ENDSTEP
*STEP,NLGEOM
*STATIC
0.1,1.0
*BOUNDARY
XYPLANE,1,1
XYPLANE,3,3
XZPLANE,2,2
DISP,3,3
DISP1,3,3
*CLOAD
DISP,1,1E7
DISP1,1,5E6
*EL FILE
S,
EE,
LE,
PE,
*NODE FILE
COORD,
*END STEP