*heading
 CONCRETE DAMAGED PLASTICITY (C3D8R)
 Import: Standard -> Explicit -> Standard
** Continuation analysis. Old job: cdp_c3d8r_sx_x
*preprint, model=yes
*import,step=2,state=yes,update=no
 eall
*nset, nset=nback
 1,2,3,4
*nset, nset=nside
 1,4,5,8
*nset, nset=nbase
 1,2,5,6
*nset, nset=ndisp
 5,6,7,8
*nset, nset=ndisp2
 2,3,6,7
*nset, nset=ntop
 3,4,7,8
*nset, nset=nout
 5,
*boundary
 nback,3,3
 nside,1,1
 nbase,2,2
*step, nlgeom, unsymm=yes
*static
 0.05,1.0,,0.05
*boundary
 ntop,2,2,0.001
*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
*end step