*HEADING
 Transfer from Explicit to Standard : Test for C3D8R element 
 - Explicit analysis
 - loading in shear
 - with orientation
*NODE,NSET=ALL
 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
 3,4
*ORIENTATION,NAME=ORIE
 DIST_ORI
*DISTRIBUTION TABLE,NAME=DISTTABLEORI
 COORD3D, COORD3D
*DISTRIBUTION,NAME=DIST_ORI,LOCATION=ELEMENT,TABLE=DISTTABLEORI
  , 1.0,0.0,0.0,  0.0,1.0,0.0
10, 1.0,1.0,0.0, -1.0,1.0,0.0
*ELEMENT, TYPE=C3D8R, ELSET=SHELL
 10, 1,2,4,3,5,6,8,7
*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
 3, 2,3
 4, 2,3
 5, 1,2
 6, 1,2
 7, 2,2
 8, 2,2
*RESTART,TIMEMARKS=NO,NUM=2,WRITE
**
**
** Sets added by addodb
**
*Elset,Elset=ODB_ESET
SHELL,
**
**
*Nset, Nset=ODB_NSET
ALL, SIDE
**
**
**
*ELSET,ELSET=QA_TEST_ALLELEMS
SHELL,
**
*NSET, NSET=QA_TEST_ALLNODES
ALL, SIDE, ODB_NSET
**
*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
**U,V,A
***ELEMENT OUTPUT,ELSET=SHELL
**S,
***ENERGY OUTPUT
**ALLKE,ALLSE,ALLWK,ALLIE,ETOTAL
*FILE OUTPUT,NUM=1,TIME MARKS=YES
*EL FILE
 S,LE
*NODE FILE
 U,
*OUTPUT, FIELD, OP=ADD, NUMBER INTERVAL=1, TIME MARKS=YES
*ELEMENT OUTPUT
 S,LE
*NODE OUTPUT
 U,
*OUTPUT, HISTORY, TIME INTERVAL=0.1
*ELEMENT OUTPUT, Elset=ODB_ESET
 S,LE
*NODE OUTPUT, Nset=ODB_NSET
 U,
*ENERGY OUTPUT,VARIABLE=ALL
*OUTPUT, FIELD, NUMBER INTERVAL=1, TIMEMARKS=YES
*ELEMENT OUTPUT, ELSET=QA_TEST_ALLELEMS
 S,LE
*NODE OUTPUT, NSET=QA_TEST_ALLNODES
 U,
*OUTPUT,HISTORY,VARIABLE=PRESELECT,TIMEINT=0.1
*END STEP