*HEADING
 Transfer from Explicit to Standard : Test for C3D10M element 
 - Explicit analysis
 - loading in shear
*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
*ELEMENT, TYPE=C3D10M, ELSET=EALL
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=EALL, MATERIAL=STEEL
*MATERIAL,NAME=STEEL
*ELASTIC
 200.E9, 0.3
*DENSITY
 1000., 
*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
EALL,
**
*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