*heading
 CONCRETE DAMAGED PLASTICITY (C3D8R)
 Import: Standard -> Explicit -> Standard
** Continuation analysis. Old job: cdp_c3d8r_sx_s
*import,step=1,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,
*nset, nset=QA_TEST
 6,7,
*boundary
 nback,3,3
 nside,1,1
 nbase,2,2
**
*amplitude,name=v2
 0.0,-1.0,5.0,-1.0
**
*step
*dynamic,explicit
 ,5.0
*boundary,amplitude=v2,type=velocity
 ntop,2,2,0.001
*output, field
*element output, elset=eall
 S, LE, PE, PEEQ, PEEQT, DAMAGET, DAMAGEC, SDEG
*node output, nset=nall
 U, V, RF
*output, field, number = 2
*node output, nset=QA_TEST
 U,
**
*output, history, variable=preselect
*element output, elset=eall
 S, PE, LE, PEEQ, PEEQT, DAMAGET, DAMAGEC, SDEG,
 ENER, ELEN
*energy output
 ALLDMD
*restart,write
*end step