*HEADING
 Test of triangular and prism elements in a tensile test
 Element types: CPS3, CPE3, CAX3, M3D3, S3R, C3D6, C3D4
*NODE
**
**
**
*NSET,NSET=BOTTOM,GEN
*NSET,NSET=BOTTOM
*NSET,NSET=SIDE,GEN
*NSET,NSET=SIDE
*NSET,NSET=NOUT
**
*ELEMENT,TYPE=CPS3
*ELEMENT,TYPE=CPE3
*ELEMENT,TYPE=CAX3
*ELEMENT,TYPE=M3D3
*ELEMENT,TYPE=C3D6
*ELEMENT,TYPE=C3D4
*ELSET,ELSET=SOLID,GEN
*ELSET,ELSET=MEM
*SOLID SECTION,ELSET=SOLID,MATERIAL=MAT
1.,
*MEMBRANE SECTION,ELSET=MEM,MATERIAL=MAT
1.,
*ELEMENT,TYPE=S3R,ELSET=SHELL
*SHELL SECTION,ELSET=SHELL,MATERIAL=MAT,SECTION INTEGRATION=GAUSS
1.,
*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
*NSET,NSET=LOADS2,GEN
*ELSET,ELSET=QA_TEST_All_ELSETS_AUTO
SOLID, MEM, SOLID, MEM, SHELL, SHELL,
*NSET,NSET=QA_TEST_All_NSETS_AUTO
BOTTOM, BOTTOM, SIDE, SIDE, NOUT, LOADS1, LOADS2,
*STEP
*DYNAMIC,EXPLICIT
,200.
*CLOAD,AMP=RAMP
LOADS1,2,.004975
LOADS2,2,.002488
705,2,.0016667
706,2,.0033333
707,2,.0016667
708,2,.0033333
** FOR THE AXISYMMETRIC CASE, GIVE THE TOTAL LOAD
** (.005*2*PI*R) R = 1004,1005
304,2,31.3849
305,2,31.4162
***OUTPUT,HISTORY,TIME INTERVAL=0.2
***ENERGY OUTPUT
**ALLKE,ALLIE,ALLSE,ALLAE,ALLVD,ALLWK,ETOTAL,DT
***NODE OUTPUT,NSET=NOUT
**U,
**RF,
*FILE OUTPUT,NUMBER INTERVAL=1,TIMEMARKS=YES
*EL FILE
S,LE,
*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,
*NODE OUTPUT,NSET=QA_TEST_All_NSETS_AUTO
U,
*END STEP