*HEADING
40 MM NOTCHED BEAM 3 POINT BENDING, CPS4R
*** FINE MESH
*** UNITS: NEWTON, METER
*NODE, NSET=QA_TEST_ALLNODES
1,
1081,.9,
1321,.98,
1441,1.,
9,,.1
1089,.9,.1
1329,.98,.1
1449,1.,.1
25,,.2
1105,.9,.2
1345,.98,.2
1465,1.,.2
*NGEN,NSET=LHS
1,9,1
9,25,1
*NGEN,NSET=L900
1081,1089,1
1089,1105,1
*NGEN,NSET=LNOTCH
1321,1329,1
1329,1345,1
*NGEN,NSET=CENT
1441,1449,1
1449,1465,1
*NFILL,NSET=BACK
LHS,L900,36,30
L900,LNOTCH,8,30
LNOTCH,CENT,4,30
*NSET,NSET=NOUT
1,1449,1465
*NSET,NSET=CENSYM,GEN
1449,1465,1
*ELEMENT,TYPE=CPS4R
1,1,31,32,2
1100,1329,1359,1360,1330
*ELGEN,ELSET=BEAM
1,24,1,1,44,30,24
1100,16,1,1,4,30,16
*ELSET,GEN,ELSET=EOUT
1100,1163,1
*SOLID SECTION,ELSET=BEAM,MATE=CONC
0.05,
*MATERIAL,NAME=CONC
*DENSITY
2400., 
*ELASTIC
30.E9,.2
*CONCRETE DAMAGED PLASTICITY
38.0
*CONCRETE COMPRESSION HARDENING
2.0E7,0.0
3.0E7,0.0015
*CONCRETE TENSION DAMAGE, TYPE=DISPLACEMENT
0.0, 0.0
0.9, 7.4474474E-5
*CONCRETE TENSION STIFFENING,TYPE=DISPLACEMENT
3.33E6,0.0
3.33E4,7.4474474E-5
*BOUNDARY
CENSYM,1
1,2
*AMPLITUDE,NAME=RAMP
0.,0.,0.05,1.
**
**
*NSET, NSET=QA_TEST_ALLNODES
QA_TEST_ALLNODES, LHS, L900, LNOTCH
CENT, BACK, NOUT, CENSYM
**
*STEP
*DYNAMIC,EXPLICIT
 ,0.05
*BOUNDARY,AMP=RAMP,TYPE=VEL
** want final displacement of -0.0015
1465,2,,-.06
**FILE OUTPUT,NUMBER=2,TIMEMARKS=YES
**NODE FILE
** U,
**
*OUTPUT,FIELD,VARIABLE=PRESELECT,NUMBER INTERVAL=4
*OUTPUT,HISTORY,TIME INTERVAL=0.0001
*NODE OUTPUT,NSET=CENT
U,
RF,
**
*OUTPUT, FIELD, NUMBER INTERVAL=2, TIMEMARKS=YES
*NODE OUTPUT, NSET=QA_TEST_ALLNODES
 U,
*OUTPUT,HISTORY,VARIABLE=PRESELECT,TIMEINT=0.025
***OUTPUT,HISTORY,VARIABLE=PRESELECT
*END STEP