*heading
 CONCRETE DAMAGED PLASTICITY: UNIAXIAL TEST (CPS4R)
Import: Standard -> Explicit -> Standard
** Continuation analysis. Old job: cdpu_cps4r_sx_s
*import,step=1,state=yes,update=no
  eall
*boundary
 1,pinned
 2,2
 4,1
*amplitude,name=v1
 0.0,1.0,1.0,1.0
*amplitude,name=v2
 0.0,-1.0,5.0,-1.0
*amplitude,name=v3
 0.0,1.0,4.0,1.0
*elset, elset=QA_TEST_EALL
eall,
*nset, nset=QA_TEST_NALL
nall,
**
**
*step
*dynamic,explicit
 ,1.0
*boundary,amplitude=v1,type=velocity
 nside,1,1,0.001
*output, field
*element output, elset= eall
 S, LE, PE, PEEQ, PEEQT, DAMAGET, DAMAGEC, SDEG
*node output, nset= nall
 U, V, RF
*output, history, variable=preselect
*element output, elset= eall
 S, PE, LE, PEEQ, PEEQT, DAMAGET, DAMAGEC, SDEG,
 ENER, ELEN
*energy output
 ALLDMD
************
**QA OUTPUT
************
*output, field, num=5
*element output, elset=QA_TEST_EALL
LE, PEEQ, DAMAGET
*node output, nset=QA_TEST_NALL
U,
*output, history, timeint=0.1
*energy output, var=preselect
*end step
**
**
*step
*dynamic,explicit
 ,5.0
*boundary,amplitude=v2,type=velocity
 nside,1,1,0.001
*output, field
*element output, elset=eall
 S, LE, PE, PEEQ, PEEQT, DAMAGET, DAMAGEC, SDEG
*node output, nset=nall
 U, V, RF
*output, history, variable=preselect
*element output, elset=eall
 S, PE, E, PEEQ, PEEQT, DAMAGET, DAMAGEC, SDEG,
 ENER, ELEN
*energy output
 ALLDMD
*end step
**