*HEADING
 Test of S3R elements in tensile loading
*NODE
701,1008.,0.
702,1009.,0.
703,1008.5,.5
704,1009.,1.
705,1008.,1.
*NSET,NSET=BOTTOM
701,702
*NSET,NSET=SIDE
701,705
*NSET,NSET=NOUT
705, 
*ELEMENT,TYPE=S3R,ELSET=SHELL
701,701,702,703
702,702,704,703
703,703,704,705
704,701,703,705
*SHELL SECTION,ELSET=SHELL,MATERIAL=MAT,SECTION INTEGRATION=GAUSS
1.,5
*MATERIAL,NAME=MAT
*DENSITY
1., 
*ELASTIC
1.,0.
*BOUNDARY
BOTTOM,2,2
SIDE,1,1
*AMPLITUDE,NAME=RAMP
0.,0.,100.,1.,200.,1.
*RESTART,WRITE,NUMBER INTERVAL=2,TIMEMARKS=NO
*NSET,NSET=LOADS1
704,705
*ELSET,ELSET=QA_TEST_All_ELSETS_AUTO
SHELL, SHELL,
*NSET,NSET=QA_TEST_All_NSETS_AUTO
BOTTOM, SIDE, NOUT, LOADS1,
*STEP
*DYNAMIC,EXPLICIT
,200.
*CLOAD,AMP=RAMP
LOADS1,2,.004975
***OUTPUT,HISTORY,TIME INTERVAL=.2
***ENERGY OUTPUT
**ALLKE,ALLIE,ALLSE,ALLAE,ALLVD,ALLWK,ETOTAL,DT
***ELEMENT OUTPUT,ELSET=SHELL
**SSAVG2,
**SF,
**SSAVG,
***NODE OUTPUT,NSET=NOUT
**U,
**RF,
*FILE OUTPUT,NUMBER INTERVAL=1,TIMEMARKS=YES
*EL FILE
S,LE,
SSAVG, 
*NODE FILE
U,
*OUTPUT,FIELD,VARIABLE=PRESELECT,NUMBER INTERVAL=4,OP=NEW
*OUTPUT,HISTORY,VARIABLE=PRESELECT,TIME INTERVAL=50,OP=NEW
*OUTPUT, FIELD,NUMBER INTERVAL=1,TIMEMARKS=YES
*ELEMENT OUTPUT,ELSET=QA_TEST_All_ELSETS_AUTO
S,LE,
SSAVG, 
*NODE OUTPUT,NSET=QA_TEST_All_NSETS_AUTO
U,
*END STEP