*HEADING
 Transfer from Standard to Standard: elastic+plastic
 Dynamic->Dynamic transfer
 - 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
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=C3D10,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
350.E6,0.1
*DENSITY
7800.0
*STEP,NLGEOM,INC=20
*DYNAMIC
0.01,0.1
*BOUNDARY,TYPE=VELOCITY
XYPLANE,1,1
XYPLANE,3,3
XZPLANE,2,2
DISP,3,3
DISP1,3,3
DISP,1,1,1.0
DISP1,1,1,0.5
*EL FILE
S,
EE,
PE,
*NODE FILE
COORD,
*OUTPUT,FIELD,VARIABLE=PRESELECT,FREQ=1
*ELEMENT OUTPUT
S, 
EE,
PE,
*NODE OUTPUT
COORD
*END STEP
*STEP,NLGEOM
*DYNAMIC
0.01,0.1
*BOUNDARY,TYPE=VELOCITY
XYPLANE,1,1
XYPLANE,3,3
XZPLANE,2,2
DISP,3,3
DISP1,3,3
DISP,1,1,1.0
DISP1,1,1,0.5
*EL FILE
S,
EE,
LE,
PE,
*NODE FILE
COORD,
*END STEP