*HEADING
/Explicit Global: Uniaxial tension [C3D8]
*RESTART,WRITE,OVERLAY
*NODE,NSET=NALL
1,          0.,          0.
2,          2.,          0.
3,          4.,          0.
4,          6.,          0.
5,          8.,          0.
6,          0.,         0.5
7,          2.,         0.5
8,          4.,         0.5
9,          6.,         0.5
10,          8.,         0.5
11,          0.,          1.
12,          2.,          1.
13,          4.,          1.
14,          6.,          1.
15,          8.,          1.
16,          0.,         1.5
17,          2.,         1.5
18,          4.,         1.5
19,          6.,         1.5
20,          8.,         1.5
21,          0.,          0.,         0.5
22,          2.,          0.,         0.5
23,          4.,          0.,         0.5
24,          6.,          0.,         0.5
25,          8.,          0.,         0.5
26,          0.,         0.5,         0.5
27,          2.,         0.5,         0.5
28,          4.,         0.5,         0.5
29,          6.,         0.5,         0.5
30,          8.,         0.5,         0.5
31,          0.,          1.,         0.5
32,          2.,          1.,         0.5
33,          4.,          1.,         0.5
34,          6.,          1.,         0.5
35,          8.,          1.,         0.5
36,          0.,         1.5,         0.5
37,          2.,         1.5,         0.5
38,          4.,         1.5,         0.5
39,          6.,         1.5,         0.5
40,          8.,         1.5,         0.5
41,          0.,          0.,          1.
42,          2.,          0.,          1.
43,          4.,          0.,          1.
44,          6.,          0.,          1.
45,          8.,          0.,          1.
46,          0.,         0.5,          1.
47,          2.,         0.5,          1.
48,          4.,         0.5,          1.
49,          6.,         0.5,          1.
50,          8.,         0.5,          1.
51,          0.,          1.,          1.
52,          2.,          1.,          1.
53,          4.,          1.,          1.
54,          6.,          1.,          1.
55,          8.,          1.,          1.
56,          0.,         1.5,          1.
57,          2.,         1.5,          1.
58,          4.,         1.5,          1.
59,          6.,         1.5,          1.
60,          8.,         1.5,          1.
*NSET,NSET=LOADED
5,10,15,20,
25,30,35,40,
45,50,55,60
*NSET,NSET=QA_TEST
LOADED,
*ELEMENT,TYPE=C3D8,ELSET=EALL
1,       1,       2,       7,       6,      21,      22,      27,
26,
2,       2,       3,       8,       7,      22,      23,      28,
27,
3,       3,       4,       9,       8,      23,      24,      29,
28,
4,       4,       5,      10,       9,      24,      25,      30,
29,
5,       6,       7,      12,      11,      26,      27,      32,
31,
6,       7,       8,      13,      12,      27,      28,      33,
32,
7,       8,       9,      14,      13,      28,      29,      34,
33,
8,       9,      10,      15,      14,      29,      30,      35,
34,
9,      11,      12,      17,      16,      31,      32,      37,
36,
10,      12,      13,      18,      17,      32,      33,      38,
37,
11,      13,      14,      19,      18,      33,      34,      39,
38,
12,      14,      15,      20,      19,      34,      35,      40,
39,
13,      21,      22,      27,      26,      41,      42,      47,
46,
14,      22,      23,      28,      27,      42,      43,      48,
47,
15,      23,      24,      29,      28,      43,      44,      49,
48,
16,      24,      25,      30,      29,      44,      45,      50,
49,
17,      26,      27,      32,      31,      46,      47,      52,
51,
18,      27,      28,      33,      32,      47,      48,      53,
52,
19,      28,      29,      34,      33,      48,      49,      54,
53,
20,      29,      30,      35,      34,      49,      50,      55,
54,
21,      31,      32,      37,      36,      51,      52,      57,
56,
22,      32,      33,      38,      37,      52,      53,      58,
57,
23,      33,      34,      39,      38,      53,      54,      59,
58,
24,      34,      35,      40,      39,      54,      55,      60,
59,
*ELSET,ELSET=LOAD
4,8,12,16,20,24
*ELSET,ELSET=EF
10,15,
*SOLID SECTION,ELSET=EALL,MATERIAL=MAT1
*MATERIAL,NAME=MAT1
*DENSITY
10.0
*ELASTIC
30.E6,0.3
**
*AMPLITUDE,NAME=RAMP,DEF=SMOOTH STEP
0,0,0.04,1
*STEP
*DYNAMIC, EXPLICIT
 ,0.04
*BOUNDARY
1,1,,
6,1,,
11,1,,
16,1,,
21,1,,
26,1,,
31,1,,
36,1,,
41,1,,
46,1,,
51,1,,
56,1,,
1,2,,
21,2,,
41,2,,
1,2,,
1,3,,
*DLOAD,AMP=RAMP
LOAD,P4,-1.E6
***********************************
***    DO NOT MODIFY THE GLOBAL ***
***          FIL REQUEST     ******
***********************************
*FILE OUTPUT,NUMBER INTERVAL=20
*NODE FILE
 U,
**************
*OUTPUT, FIELD, NUMBER INTERVAL = 1
*NODE OUTPUT,NSET=QA_TEST
 U,
*OUTPUT, HISTORY, TIME INT=0.04
*ENERGY OUTPUT,VAR=PRESELECT
*****************
*OUTPUT, HISTORY, TIME INT=0.002
*NODE OUTPUT,NSET=LOADED
U,
*****************
*OUTPUT, FIELD, NUMBER INTERVAL = 4
*ELEMENT OUTPUT, ELSET=EALL
 S,
*NODE OUTPUT
 U,
****************
*END STEP