*HEADING
 Transfer from Standard to Explicit : Test for C3D6 element 
 - Explicit analysis
 - further loading in shear
*IMPORT,STEP=1,UPDATE=NO,STATE=NO
 SHELL,
*IMPORT NSET
 ALL, SIDE
*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
**
**
*NSET,NSET=TOP
3,4,7,8
*NSET, NSET=QA_TEST_ALLNODES
ALL, 
*ELSET,ELSET=QA_TEST_ALLELEMS
SHELL,
*AMPLITUDE,NAME=AMP1,DEFINITION=SMOOTH
0,0,0.01,1.0
**
*STEP
*DYNAMIC,EXPLICIT
 , 0.01,
*BOUNDARY,TYPE=VELOCITY,AMPLITUDE=AMP1
TOP,1,1,5
*OUTPUT,FIELD,VARIABLE=PRESELECT
**FOR QA PURPOSE
*OUTPUT, FIELD, TIMEMARKS=YES, NUMBER INTERVAL=4
*ELEMENT OUTPUT,ELSET=QA_TEST_ALLELEMS
 LE,
*NODE OUTPUT,NSET=QA_TEST_ALLNODES
COORD,UT
*OUTPUT,HISTORY,TIME INTERVAL=0.001
*ENERGY OUTPUT
ALLIE,ALLKE,ALLSE,ALLWK,ETOTAL
*END STEP