Transfer from Explicit to Standard : Test for CAX6M element 
 - Explicit analysis
 - loading in tension
*NODE,NSET=ALL
 1,
 2, 2., 0.
 3, 2., 2.
 4, 0., 2.
 5, 1., 0.
 6, 2., 1.
 7, 1., 2.
 8, 0., 1.
 9, 1., 1.
*NSET,NSET=SIDE
 3,4,7
*ELEMENT, TYPE=CAX6M, ELSET=SHELL
 10, 1,2,4,5,9,8
 20, 2,3,4,6,7,9
*SOLID SECTION, ELSET=SHELL, MATERIAL=STEEL
*MATERIAL,NAME=STEEL
*ELASTIC
 200.E9, 0.3
*DENSITY
 1000., 
*BOUNDARY
 1, 1,2
 2, 2,2
 4, 1,1
 5, 2,2
 8, 1,1
*RESTART,TIMEMARKS=NO,NUM=2,WRITE
**
**
*ELSET,ELSET=QA_TEST_ALLELEMS
SHELL,
**
*NSET, NSET=QA_TEST_ALLNODES
ALL, SIDE
**
*STEP
*DYNAMIC,EXPLICIT
 , 0.1
*BOUNDARY, TYPE=VELOCITY
 2, 1, 1, 2.
 3, 1, 1, 2.
 6, 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