*Heading Test integrated output in B31 (Explicit) *pre print,model=yes ** ** PARTS ** ** *Part, name=Part-2 *End Part ** ** ** ** ASSEMBLY ** *Assembly, name=Assembly ** ** *Instance, name=Part-2-1, part=Part-2 34., 0., 10. 34., 0., 10., 34., -1., 10., 89.9999990194245 *Node, nset=nall 1, 0., 10., 0. 2, 0., 3.33333325, 0. 3, 0., -3.33333325, 0. 4, 0., -10., 0. *Element, type=B31,elset=b31 1, 1, 2 2, 2, 3 3, 3, 4 *Beam Section, elset=b31, material=STEEL, section=CIRC 1. 0.,0.,-1. *End Instance ** *Nset, nset=fix, instance=Part-2-1 4, *Nset, nset=bou, instance=Part-2-1 1, *Elset, elset=beam, instance=Part-2-1, generate 1, 3, 1 *Elset, elset=beam1, instance=Part-2-1 1 *Elset, elset=beam2, instance=Part-2-1 2 *Elset, elset=beam3, instance=Part-2-1 3 *Nset, nset=all, instance=Part-2-1, generate 1, 4, 1 ** *node 9999, 0., 0., 0. 9998, 0., 0., 0. 9997, 0., 0., 0. *nset, nset=nref 9999, *nset, nset=ioref 9998, *nset, nset=ioref_move 9997, *orientation, name=rect 1., 0., 0., 0., 1., 0. 3, 0.0 *rigid body, ref node= nref, tie nset=all *SURFACE, NAME=PARALLEL_beam_POS beam3, end1 *SURFACE, NAME=angle_beam_pos beam2,end1 *SURFACE, NAME=angle_beam_neg beam1,end1 *integrated output section, surf=PARALLEL_beam_POS, name=PARALLEL_beam_POS_sec, ref node=ioref_move,position=center *integrated output section, surf=angle_beam_POS, name=angle_beam_POS_sec, orient=rect *integrated output section, surf=angle_beam_neg, name=angle_beam_neg_sec, position=center, orient=rect,ref=ioref ************** *End Assembly *Material, name=STEEL *Elastic 2.1e+11, 0.3 *density 7800 *INITIAL CONDITION, TYPE=STRESS beam, 30000.0 *step *DYNAMIC,exp ,1. ***************** *AMPLITUDE,NAME=SMOOTH, DEFINITION=SMOOTH STEP 0.,0.,1.,0.025 *BOUNDARY nref,1,2 *BOUNDARY,TYPE=DISPLACEMENT,AMPLITUDE=SMOOTH nref,6,6,62.8318531 *output, history ** *integrated output, surf=PARALLEL_beam_POS SOF,SOM,SOAREA *integrated output, surf=angle_beam_POS SOF,SOM,SOAREA *integrated output, surf=angle_beam_neg SOF,SOM,SOAREA ** *integrated output, sec=PARALLEL_beam_POS_sec SOF,SOM,SOAREA *integrated output, sec=angle_beam_POS_sec SOF,SOM,SOAREA *integrated output, sec=angle_beam_neg_sec SOF,SOM,SOAREA *element output, elset=beam sf,se ***************** *end step