*HEADING
: Uniaxial tension 
Global analysis /Explicit [C3D4]
*NODE,NSET=NALL
10,  0.,0. ,1.
30,  8.,0. ,1.
70,  0.,0. ,0.
90,  8.,0. ,0.
210, 0.,1.5,1.
230, 8.,1.5,1.
270, 0.,1.5,0.
290, 8.,1.5,0.
*NODE,NSET=NALL
1010, 2.56 ,.429  ,.643
1030, 5.336,.4575 ,.683
1070, 1.992,.513  ,.192
1090, 6.608,.432  ,.288
1210, 1.32 ,1.1175,.702
1230, 6.304,1.0395,.644
1270, 2.184,1.125 ,.230
1290, 6.8  ,.9735 ,.263
*NSET,NSET=POINT
10,
*NSET,NSET=LINE
10,70,
*NSET,NSET=PLANE
10,70,210,270,
*NSET,NSET=QA_TEST
30,230,90,290
*ELEMENT,TYPE=C3D4,ELSET=EALL
1,1070,1090,1290,1030
2,1030,1290,1210,1230
3,1070,1290,1270,1210
4,1070,1030,1210,1010
5,1070,1030,1290,1210
6,1070,1270,1290, 270
7, 270,1290,  90, 290
8,1070,1290,1090,  90
9,1070, 270,  90,  70
10,1070, 270,1290,  90
11,1030,1230,1210, 230
12, 230,1210,  10, 210
13,1030,1210,1010,  10
14,1030, 230,  10,  30
15,1030, 230,1210,  10
16,1070,1090,1030,  90
17,  90,1030,  10,  30
18,1070,1030,1010,  10
19,1070,  90,  10,  70
20,1070,  90,1030,  10
21,1030,1090,1290,  90
22,  90,1290, 230, 290
23,1030,1290,1230, 230
24,1030,  90, 230,  30
25,1030,  90,1290, 230
26,1210,1230,1290, 230
27, 230,1290, 270, 290
28,1210,1290,1270, 270
29,1210, 230, 270, 210
30,1210, 230,1290, 270
31,1210,1270,1070, 270
32, 270,1070,  10,  70
33,1210,1070,1010,  10
34,1210, 270,  10, 210
35,1210, 270,1070,  10
*ELSET,ELSET=LOAD
22,24
*SOLID SECTION,MATERIAL=MAT1,ELSET=EALL
*MATERIAL,NAME=MAT1
*DENSITY
10.0
*ELASTIC
30.E6,0.3
*BOUNDARY
POINT,1,3
LINE,2,2
PLANE,1,1
*AMPLITUDE,NAME=RAMP,DEF=SMOOTH STEP
0,0,0.04,1
*STEP
*DYNAMIC, EXPLICIT
 ,0.04
*DLOAD,AMP=RAMP
22,P4,-1.E6
24,P3,-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=ALL
*****************
*OUTPUT, HISTORY, TIME INT=0.002
*NODE OUTPUT,NSET=NALL
U,
*****************
*OUTPUT, FIELD, NUMBER INTERVAL = 4
*ELEMENT OUTPUT, ELSET=EALL
 S,
*NODE OUTPUT
 U,
****************
*END STEP