*heading
 CONCRETE DAMAGED PLASTICITY: UNIAXIAL CYCLIC TEST (CPE4R)
*preprint, model=yes
*part, name=part-1
*node, nset=nall
*nset,nset=nside
*element, type=cpe4r, elset=eall
*solid section, elset=eall, material=alle
*end part
*assembly, name=assembly-1
*instance, name=part-1-1, part=part-1
*end instance
*end assembly
*material,name=alle
*elastic
 2.648e+10, 0.167
*density
 2400.0
*concrete damaged plasticity
*concrete compression hardening
*concrete compression damage
*concrete tension stiffening,type=displacement
*concrete tension damage,type=displacement
*boundary
 assembly-1.part-1-1.1,pinned
 assembly-1.part-1-1.2,2
 assembly-1.part-1-1.4,1
*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
assembly-1.part-1-1.eall,
*nset, nset=QA_TEST_NALL
assembly-1.part-1-1.nall,
**
**
*step
*dynamic,explicit
 ,1.0
*boundary,amplitude=v1,type=velocity
 assembly-1.part-1-1.nside,1,1,0.001
*output, field
*element output, elset=assembly-1.part-1-1.eall
 S, LE, PE, PEEQ, PEEQT, DAMAGET, DAMAGEC, SDEG
*node output, nset=assembly-1.part-1-1.nall
 U, V, RF
*output, history, variable=preselect
*element output, elset=assembly-1.part-1-1.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
 assembly-1.part-1-1.nside,1,1,0.001
*output, history, timeint=0.5,op=new
*energy output, var=preselect
*end step
**
**
*step
*dynamic,explicit
 ,4.0
*boundary,amplitude=v3,type=velocity
 assembly-1.part-1-1.nside,1,1,0.001
*output, history, timeint=0.4,op=new
*energy output, var=preselect
*end step