*HEADING
 Transfer from Explicit to Standard : Test for C3D4 element 
 - Explicit analysis
 - loading in tension
*NODE,NSET=ALL_NODES
 1,
 2, 2., 0.
 3, 0., 2.
 4, 2., 2.
 5, 0.,0., 1.
 6, 2.,0.,1.
 7, 0.,2.,1.
 8, 2.,2.,1.
*NSET,NSET=SIDE_NODES
 3,4
*ELEMENT, TYPE=C3D4, ELSET=SHELL_ELEMENTS
 10, 1,4,3,7
 20, 1,2,4,6
 30, 1,7,5,6
 40, 8,7,4,6
 50, 1,4,7,6
*SOLID SECTION, ELSET=SHELL_ELEMENTS, MATERIAL=STEEL
*MATERIAL,NAME=STEEL
*ELASTIC
 200.E9, 0.3
*DENSITY
 1000., 
*BOUNDARY
 1, 1,3
 2, 1,3
 3, 2,3
 4, 2,3
 5, 1,2
 6, 1,2
 7, 2,2
 8, 2,2
*RESTART,TIMEMARKS=NO,NUM=2,WRITE
**
**
*ELSET,ELSET=QA_TEST_ALLELEMS
SHELL_ELEMENTS,
**
*NSET, NSET=QA_TEST_ALLNODES
ALL_NODES, SIDE_NODES
**
*STEP
*DYNAMIC,EXPLICIT
 , 0.1
*BOUNDARY, TYPE=VELOCITY
 3, 1, 1, 2.
 4, 1, 1, 2.
 7, 1, 1, 2.
 8, 1, 1, 2.
***OUTPUT,HISTORY,TIME INTERVAL=0.0
***NODE OUTPUT,NSET=SIDE_NODES
**U,V,A
***ELEMENT OUTPUT,ELSET=SHELL_ELEMENTS
**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