*HEADING
 Transfer from Standard to Standard: elastic+plastic
 - First Standard analysis
*RESTART,WRITE
*NODE,NSET=N1
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
*NODE,NSET=N2
31,  0.0, 2.0, 0.0
32,  1.0, 2.0, 0.0
33,  1.0, 3.0, 0.0
34,  0.0, 3.0, 0.0
35,  0.0, 2.0, 1.0
36,  1.0, 2.0, 1.0
37,  1.0, 3.0, 1.0
38,  0.0, 3.0, 1.0
39,  0.5, 2.0, 0.0
40, 1.0, 2.5, 0.0
41, 0.5, 3.0, 0.0
42, 0.0, 2.5, 0.0
43, 0.5, 2.0, 1.0
44, 1.0, 2.5, 1.0
45, 0.5, 3.0, 1.0
46, 0.0, 2.5, 1.0
47, 0.0, 2.0, 0.5
48, 1.0, 2.0, 0.5
49, 1.0, 3.0, 0.5
50, 0.0, 3.0, 0.5
51, 0.5, 2.5, 0.5
52, 0.5, 2.5, 0.0
53, 0.5, 2.5, 1.0
54, 0.5, 2.0, 0.5
55, 1.0, 2.5, 0.5
56, 0.5, 3.0, 0.5
57, 0.0, 2.5, 0.5
*NSET,NSET=ALL
N1,N2
***----------
*NSET,NSET=DISP
2,3,6,7,18,10,25,19,14
*NSET,NSET=DISP1
32,33,36,37,48,40,55,49,44
**
*NSET,NSET=YZPLANE1
1,5,4,8,17,12,27,16,20
*NSET,NSET=YZPLANE2
31,35,34,38,47,42,57,46,50
*NSET,NSET=YZPLANE
YZPLANE1,YZPLANE2
**
*NSET,NSET=XZPLANE1
1,2,6,5,9,17,18,24,13
*NSET,NSET=XZPLANE2
31,32,36,35,39,47,48,54,43
*NSET,NSET=XZPLANE
XZPLANE1,XZPLANE2
**
*NSET,NSET=XYPLANE1
1,2,3,4,9,12,22,10,11
*NSET,NSET=XYPLANE2
31,32,33,34,39,42,52,40,41
*NSET,NSET=XYPLANE
XYPLANE1,XYPLANE2
**-------------------------
*ELEMENT,TYPE=C3D10,ELSET=E1
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
*ELEMENT,TYPE=C3D10,ELSET=E2
11,31,32,34,37,39,52,42,51,55,56
12,32,33,34,37,40,41,52,55,49,56
13,31,36,32,37,54,48,39,51,44,55
14,31,35,36,38,47,43,54,57,46,53
15,31,34,38,37,42,50,57,51,56,45
16,31,38,36,37,57,53,54,51,45,44
*SOLID SECTION,ELSET=E1,MATERIAL=A1,ORIENTATION=LOCAL
1.0,
*SOLID SECTION,ELSET=E2,MATERIAL=A1,ORIENTATION=LOCAL
1.0,
*MATERIAL,NAME=A1
*ELASTIC,DEPENDENCIES=1
3.0E11,0.3,-100.0,0.0
2.5E11,0.3,0.0,0.0
2.0E11,0.3,100.0,0.0
1.5E11,0.3,200.0,0.0
4.0E11,0.3,-100.0,30.0
3.5E11,0.3,0.0,30.0
3.0E11,0.3,100.0,30.0
2.5E11,0.3,200.0,30.0
*PLASTIC,DEPENDENCIES=1
200.E8,0.0,-100.0,0.0
150.E8,0.1,-100.0,0.0
200.E8,0.2,-100.0,0.0
150.E8,0.0,0.0,0.0
200.E8,0.1,0.0,0.0
250.E8,0.2,0.0,0.0
100.E8,0.0,100.0,0.0
150.E8,0.1,100.0,0.0
200.E8,0.2,100.0,0.0
 50.E8,0.0,200.0,0.0
100.E8,0.1,200.0,0.0
150.E8,0.2,200.0,0.0
**
300.E8,0.0,-100.0,30.0
350.E8,0.1,-100.0,30.0
400.E8,0.2,-100.0,30.0
250.E8,0.0,0.0,30.0
300.E8,0.1,0.0,30.0
350.E8,0.2,0.0,30.0
200.E8,0.0,100.0,30.0
250.E8,0.1,100.0,30.0
300.E8,0.2,100.0,30.0
150.E8,0.0,200.0,30.0
200.E8,0.1,200.0,30.0
250.E8,0.2,200.0,30.0
*EXPANSION,TYPE=ORTHO,ZERO=0
0.001,0.0002,0.0003 
*DENSITY
7800.0,
*ORIENTATION,NAME=LOCAL
1.0,0.0,0.0,0.0,1.0,0.0
3,0.0
*INITIAL CONDITIONS,TYPE=TEMPERATURE
N1,-10.
N2,-10.
*INITIAL CONDITIONS,TYPE=FIELD, VARIABLE=1
N1,5.0
N2,5.0
*BOUNDARY
ALL,1,6
*FILE FORMAT, ZERO INC
*STEP,NLGEOM
*STATIC
0.1,1.0
*TEMPERATURE
N1, 70.,
N2, 70.,
*FIELD,VARIABLE=1
N1,10.0,
N2,10.0,
**-------------------------
*OUTPUT,HISTORY,FREQUENCY=1
*ENERGY OUTPUT,VARIABLE=PRESELECT
*OUTPUT,FIELD
*NODE OUTPUT
NT,
*ELEMENT OUTPUT
 THE,
 S,
 LE,
 PE,
 FV,
COORD,
*EL PRINT
 LOADS,
*EL FILE
 LOADS,
*NODE PRINT
 RF, 
*EL FILE
S,
THE,
LE,
EE,
FV,
PE,
SINV,
STH,
*NODE FILE
NT,
*END STEP