*Heading ** Job name: FastenedBeam_s4_s4 Model name: Model-1 ** ** PARTS ** *Part, name=Part-1 *End Part ** ** ASSEMBLY ** *Assembly, name=Assembly ** *Instance, name=Part-1-1, part=Part-1 *Node 1, 4.4, -0.5, 0. 2, 4.4, 0.5, 0. 3, 0., 0.5, 0. 4, 0., -0.5, 0. 5, 5.5, -0.5, 0. 6, 5.5, 0.5, 0. 7, 4.4, 0., 0. 8, 3.85, 0.5, 0. 9, 3.3, 0.5, 0. 10, 2.75, 0.5, 0. 11, 2.2, 0.5, 0. 12, 1.65, 0.5, 0. 13, 1.1, 0.5, 0. 14, 0.55, 0.5, 0. 15, 0., 0., 0. 16, 0.55, -0.5, 0. 17, 1.1, -0.5, 0. 18, 1.65, -0.5, 0. 19, 2.2, -0.5, 0. 20, 2.75, -0.5, 0. 21, 3.3, -0.5, 0. 22, 3.85, -0.5, 0. 23, 4.95, -0.5, 0. 24, 5.5, 0., 0. 25, 4.95, 0.5, 0. 26, 3.85, 0., 0. 27, 3.3, 0., 0. 28, 2.75, 0., 0. 29, 2.2, 0., 0. 30, 1.65, 0., 0. 31, 1.1, 0., 0. 32, 0.55, 0., 0. 33, 4.95, 0., 0. 34, 5., 0., 0. *Element, type=S4 1, 1, 7, 26, 22 2, 7, 2, 8, 26 3, 22, 26, 27, 21 4, 26, 8, 9, 27 5, 21, 27, 28, 20 6, 27, 9, 10, 28 7, 20, 28, 29, 19 8, 28, 10, 11, 29 9, 19, 29, 30, 18 10, 29, 11, 12, 30 11, 18, 30, 31, 17 12, 30, 12, 13, 31 13, 17, 31, 32, 16 14, 31, 13, 14, 32 15, 16, 32, 15, 4 16, 32, 14, 3, 15 17, 2, 7, 33, 25 18, 7, 1, 23, 33 19, 25, 33, 24, 6 20, 33, 23, 5, 24 ** Region: (Section-1:Picked) *Elset, elset=_I1, internal, generate 1, 20, 1 ** Section: Section-1 *Shell Section, elset=_I1, material=Material-1 0.1, 5 *End Instance ** *Instance, name=Part-1-2, part=Part-1 4.6, 0., 0.1 *Node 1, 1.1, -0.5, 0. 2, 1.1, 0.5, 0. 3, 0., 0.5, 0. 4, 0., -0.5, 0. 5, 5.5, -0.5, 0. 6, 5.5, 0.5, 0. 7, 1.1, 0., 0. 8, 0.55, 0.5, 0. 9, 0., 0., 0. 10, 0.55, -0.5, 0. 11, 1.65, -0.5, 0. 12, 2.2, -0.5, 0. 13, 2.75, -0.5, 0. 14, 3.3, -0.5, 0. 15, 3.85, -0.5, 0. 16, 4.4, -0.5, 0. 17, 4.95, -0.5, 0. 18, 5.5, 0., 0. 19, 4.95, 0.5, 0. 20, 4.4, 0.5, 0. 21, 3.85, 0.5, 0. 22, 3.3, 0.5, 0. 23, 2.75, 0.5, 0. 24, 2.2, 0.5, 0. 25, 1.65, 0.5, 0. 26, 0.55, 0., 0. 27, 1.65, 0., 0. 28, 2.2, 0., 0. 29, 2.75, 0., 0. 30, 3.3, 0., 0. 31, 3.85, 0., 0. 32, 4.4, 0., 0. 33, 4.95, 0., 0. *Element, type=S4 1, 1, 7, 26, 10 2, 7, 2, 8, 26 3, 10, 26, 9, 4 4, 26, 8, 3, 9 5, 2, 7, 27, 25 6, 7, 1, 11, 27 7, 25, 27, 28, 24 8, 27, 11, 12, 28 9, 24, 28, 29, 23 10, 28, 12, 13, 29 11, 23, 29, 30, 22 12, 29, 13, 14, 30 13, 22, 30, 31, 21 14, 30, 14, 15, 31 15, 21, 31, 32, 20 16, 31, 15, 16, 32 17, 20, 32, 33, 19 18, 32, 16, 17, 33 19, 19, 33, 18, 6 20, 33, 17, 5, 18 ** Region: (Section-1:Picked) *Elset, elset=_I1, internal, generate 1, 20, 1 ** Section: Section-1 *Shell Section, elset=_I1, material=Material-1 0.1, 5 *End Instance *Nset, nset=RefNode, instance=Part-1-1 34, *Nset, nset=Beam1End, instance=Part-1-1 3, 4, 15 *Elset, elset=Beam1End, instance=Part-1-1 15, 16 *Nset, nset=Beam2End, instance=Part-1-2 5, 6, 18 *Elset, elset=Beam2End, instance=Part-1-2 19, 20 *Nset, nset=Beam1Corner, instance=Part-1-1 4, *Elset, elset=_SurfBeam1_SPOS, internal, instance=Part-1-1, generate 17, 20, 1 *Surface, type=ELEMENT, name=SurfBeam1 _SurfBeam1_SPOS, SPOS *Elset, elset=_SurfBeam2_SNEG, internal, instance=Part-1-2, generate 1, 4, 1 *Surface, type=ELEMENT, name=SurfBeam2 _SurfBeam2_SNEG, SNEG *Fastener, interaction name=int-1, property=prop1, reference node set = RefNode, coupling=structural SurfBeam1, SurfBeam2 *fastener property, name=prop1 0.1, *End Assembly ** ** MATERIALS ** *Material, name=Material-1 *Elastic 3.e+07, 0.3 *contact pair, interaction=smooth, small sliding SurfBeam1, SurfBeam2 *surfaceinteraction, name=smooth *Restart, write, freq=10 ** ---------------------------------------------------------------- ** ** STEP: Step-1 ** *Step, name=Step-1, nlgeom=no bend beam *Static 0.025, 1., 1e-05, *Boundary, op=new Beam1End, 1, 1 Beam1End, 3, 6 Beam1Corner, 2, 2 Beam2End, 5, 5, .7854e-1 *Output, field, freq=3 *Node Output U, *Output, history *Node Output, nset=Beam1End RF, *Node Print, nset=Beam1End RF, *Node Print, nset=Beam2End RF, *End Step ** ---------------------------------------------------------------- ** ** STEP: Step-2 ** *Step, name=Step-2, nlgeom=no unload beam *Static 0.02, 1., 1e-05 *Boundary, op=new Beam1End, 1, 1 Beam1End, 3, 6 Beam1Corner, 2, 2 *End Step ** ---------------------------------------------------------------- ** ** STEP: Step-3 ** *Step, name=Step-3, nlgeom=no shear beam *Static 0.05, 1., 1e-05 *Boundary, op=new Beam1End, 1, 1 Beam1End, 3, 6 Beam1Corner, 2, 2 Beam2End, 2, 2, .2 *End Step ** ---------------------------------------------------------------- ** ** STEP: Step-4 ** *Step, name=Step-4, nlgeom=no unload beam *Static 0.025, 1., 1e-05 *Boundary, op=new Beam1End, 1, 1 Beam1End, 3, 6 Beam1Corner, 2, 2 *End Step ** ---------------------------------------------------------------- ** ** STEP: Step-5 ** *Step, name=Step-5, nlgeom=no twist beam *Static 0.05, 1., 1e-05 *Boundary, op=new Beam1End, 1, 1 Beam1End, 3, 6 Beam1Corner, 2, 2 Beam2End, 4, 4, 0.75e-1 *End Step ** ---------------------------------------------------------------- ** ** STEP: Step-6 ** *Step, name=Step-6, nlgeom=no unload beam *Static 0.05, 1., 1e-05 *Boundary, op=new Beam1End, 1, 1 Beam1End, 3, 6 Beam1Corner, 2, 2 Beam2End, 4, 4 *End Step