*heading CONCRETE DAMAGED PLASTICITY: CYCLIC TEST (T3D2) *preprint, model=yes *part, name=part-1 *node, nset=nall 1, 0.0, 0.0, 0.0 2, 1.0, 0.0, 0.0 *element, type=t3d2, elset=eall 1, 1, 2 *solid section, elset=eall, material=alle 1.0, *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 15.0, *concrete compression hardening 24.019e+6, 0.0000 29.208e+6, 0.0004 31.709e+6, 0.0008 32.358e+6, 0.0012 31.768e+6, 0.0016 30.379e+6, 0.0020 28.507e+6, 0.0024 21.907e+6, 0.0036 14.897e+6, 0.0050 2.953e+6, 0.0100 *concrete compression damage 0.0000, 0.0000 0.1299, 0.0004 0.2429, 0.0008 0.3412, 0.0012 0.4267, 0.0016 0.5012, 0.0020 0.5660, 0.0024 0.7140, 0.0036 0.8243, 0.0050 0.9691, 0.0100 *concrete tension stiffening 1.780e+6, 0.0000 1.457e+6, 0.0001 1.113e+6, 0.0003 0.960e+6, 0.0004 0.800e+6, 0.0005 0.536e+6, 0.0008 0.359e+6, 0.0010 0.161e+6, 0.0020 0.073e+6, 0.0030 0.040e+6, 0.0050 *concrete tension damage 0.0000, 0.0000 0.3000, 0.0001 0.5500, 0.0003 0.7000, 0.0004 0.8000, 0.0005 0.9000, 0.0008 0.9300, 0.0010 0.9500, 0.0020 0.9700, 0.0030 0.9900, 0.0050 *boundary assembly-1.part-1-1.1,pinned assembly-1.part-1-1.2,2,3 *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 ** ** *step *dynamic,explicit ,1.0 *boundary,amplitude=v1,type=velocity assembly-1.part-1-1.2,1,1,0.001 *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 *end step ** ** *step *dynamic,explicit ,5.0 *boundary,amplitude=v2,type=velocity assembly-1.part-1-1.2,1,1,0.001 *end step ** ** *step *dynamic,explicit ,4.0 *boundary,amplitude=v3,type=velocity assembly-1.part-1-1.2,1,1,0.001 *end step