*heading
 CONCRETE DAMAGED PLASTICITY: UNIAXIAL TEST (CPS4R)
Import: Standard -> Explicit -> Standard
** Continuation analysis. Old job: cdpu_cps4r_sx_x
*import,step=2,state=yes,update=no
  eall
*preprint, model=yes
*boundary
 1,pinned
 2,2
 4,1
*step, nlgeom, unsymm=yes
*static
 0.05,1.0,,0.05
*boundary
 nside, 1, 1, -0.005
*el print, elset= eall
 PEEQ, PEEQT
 DAMAGET, DAMAGEC, SDEG
*output, field, variable=preselect
*element output, elset= eall
 PEEQ, PEEQT, DAMAGET, DAMAGEC, SDEG
*output, history, variable=preselect
*element output, elset= eall
 S, PE, LE, PEEQ, PEEQT, DAMAGET, DAMAGEC, SDEG
*restart,write
*end step
*step, nlgeom, unsymm=yes
*static
 0.05,1.0,,0.05
*boundary, op=new
 1,pinned
 2,2
 4,1
*end step