*HEADING
 Transfer from Explicit to Standard : Test for C3D10M element 
 - Explicit analysis
 - loading in shear
 - with orientation
*NODE,NSET=ALL
*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
*ORIENTATION,NAME=ORIE
1.0,1.0,0,-1.0,1.0,0
*ELEMENT, TYPE=C3D10M, ELSET=SHELL
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=SHELL, MATERIAL=STEEL,ORIENTATION=ORIE
*MATERIAL,NAME=STEEL
*ELASTIC, TYPE=ENGINEERING CONSTANTS
2.0E11, 1.0E11, 1.0E11, 0.3,0.23,0.34, 7.69E10, 7.69E10
9.0E9, 
*DENSITY
7850.0, 
*BOUNDARY
 1, 1,3
 2, 1,3
 5, 1,2
 6, 1,2
 9, 1,3
13, 1,2
17, 1,2
18, 1,2
24, 1,2
 3, 2,3
 4, 2,3
 7, 2,2
 8, 2,2
11, 2,3
15, 2,2
19, 2,2
20, 2,2
26, 2,2
*RESTART,TIMEMARKS=NO,NUM=2,WRITE
**
**
*ELSET,ELSET=QA_TEST_ALLELEMS
SHELL,
**
*NSET, NSET=QA_TEST_ALLNODES
ALL,
**
*STEP
*DYNAMIC,EXPLICIT
 , 0.1
*BOUNDARY, TYPE=VELOCITY
 3, 1, 1, 2.
 4, 1, 1, 2. 
 7, 1, 1, 2. 
 8, 1, 1, 2. 
11, 1, 1, 2. 
15, 1, 1, 2. 
19, 1, 1, 2. 
20, 1, 1, 2. 
26, 1, 1, 2. 
***OUTPUT,HISTORY,TIME INTERVAL=0.0
***NODE OUTPUT,NSET=SIDE
**U,V,A
***ELEMENT OUTPUT,ELSET=SHELL
**S,
***ENERGY OUTPUT
**ALLKE,ALLSE,ALLWK,ALLIE,ETOTAL
*FILE OUTPUT,TIMEMARKS=YES, NUM=1
*EL FILE
 S,LE
 PEEQ,PE 
*NODE FILE
 U,
 COORD,
*OUTPUT, FIELD, TIMEMARKS=YES, NUMBER INTERVAL=1
*ELEMENT OUTPUT, ELSET=QA_TEST_ALLELEMS
 S,LE
 PEEQ,PE 
*NODE OUTPUT, NSET=QA_TEST_ALLNODES
 U,
 COORD,
*OUTPUT,FIELD,VARIABLE=PRESELECT
*OUTPUT,HISTORY,VARIABLE=PRESELECT,TIMEINT=0.1
*END STEP