*HEADING
 Transfer from Standard  to Explicit: Test for C3D10M element
 - Explcit analysis
 - unloading of shear
*IMPORT,STEP=1,UPDATE=YES,STATE=YES 
 EALL,
*IMPORT NSET
 ALL
*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
**
**
*NSET, NSET=QA_TEST_ALLNODES
all, 
**
*STEP
*DYNAMIC,EXPLICIT
 , 0.01, 
*FILE OUTPUT,TIMEMARKS=YES,NUM=4
*NODE FILE
 U,
*OUTPUT, FIELD, TIMEMARKS=YES, NUMBER INTERVAL=4
*NODE OUTPUT, NSET=QA_TEST_ALLNODES
 U,
*OUTPUT,FIELD,VARIABLE=PRESELECT
*OUTPUT,HISTORY,VARIABLE=PRESELECT,TIMEINT=0.0025
***OUTPUT,HISTORY,VARIABLE=PRESELECT
*END STEP