*HEADING
 Transfer from Explicit to Standard : Test for S4R element 
 - Explicit analysis
 - loading in bending
*NODE,NSET=ALL
 1,
 2, 2., 0.
 3, 0., 2.
 4, 2., 2.
*NSET,NSET=SIDE
 3,4
*ELEMENT, TYPE=S4R, ELSET=SHELL
 10, 1,2,4,3
*SHELL SECTION, ELSET=SHELL, MATERIAL=STEEL
 0.02, 
*MATERIAL,NAME=STEEL
*ELASTIC
 200.E9, 0.3
*PLASTIC
 500.E6, 0.
 1000.E6, 1.
*DENSITY
 1000., 
*BOUNDARY
 1, 1,6
 2, 1,6
 3, 1,1
 3, 5,6
 4, 1,1
 4, 5,6
*RESTART,TIMEMARKS=NO,NUM=2,WRITE
**
*ELSET,ELSET=QA_TEST_ALLELEMS
SHELL,
**
*NSET, NSET=QA_TEST_ALLNODES
ALL, SIDE
**
*STEP
*DYNAMIC,EXPLICIT
 , 2.
*BOUNDARY, TYPE=VELOCITY
 3, 3,3, .5
 4, 3,3, .5
***OUTPUT,HISTORY,TIME INTERVAL=0.0
***NODE OUTPUT,NSET=SIDE
**U,V,A
***ELEMENT OUTPUT,ELSET=SHELL
**S,PEEQ
***ENERGY OUTPUT
**ALLKE,ALLSE,ALLWK,ALLIE,ETOTAL
*FILE OUTPUT,TIMEMARKS=YES, NUM=1
*EL FILE
 S,LE
 STH,
 PEEQ,PE
*NODE FILE
 U,
 COORD,
 RF,
*OUTPUT, FIELD, TIMEMARKS=YES, NUMBER INTERVAL=1
*ELEMENT OUTPUT, ELSET=QA_TEST_ALLELEMS
 S,LE
 STH,
 PEEQ,PE
*NODE OUTPUT, NSET=QA_TEST_ALLNODES
 U,
 COORD,
 RF,
*OUTPUT,FIELD,VARIABLE=PRESELECT
*OUTPUT,HISTORY,VARIABLE=PRESELECT,TIMEINT=2
*END STEP