*Heading *preprint,model=yes,history=yes *Node 1, 0., -0.5, 0.25 2, 0., 0.5, 0.25 3, 0., 0.5, 0. 4, 0., -0.5, 0. 5, 2., 0.5, 0.25 6, 2., 0.5, 0.125 7, 2., -0.5, 0.125 8, 2., -0.5, 0.25 9, 2., -0.5, 0. 10, 2., 0.5, 0. 11, 11., 0.5, 0. 12, 11., -0.5, 0. 13, 11., -0.5, -0.25 14, 11., 0.5, -0.25 15, 9., -0.5, 0. 16, 9., -0.5, -0.125 17, 9., 0.5, -0.125 18, 9., 0.5, 0. 19, 9., 0.5, -0.25 20, 9., -0.5, -0.25 21, 6., -0.5, 0.125 22, 6., 0.5, 0.125 23, 5., 0.5, -0.125 24, 5., -0.5, -0.125 25, 0., 0.5, 0.125 26, 0., -0.5, 0.125 27, 1., -0.5, 0. 28, 1., -0.5, 0.25 29, 1., 0.5, 0. 30, 1., 0.5, 0.25 31, 11., -0.5, -0.125 32, 11., 0.5, -0.125 33, 10., 0.5, -0.25 34, 10., 0.5, 0. 35, 10., -0.5, -0.25 36, 10., -0.5, 0. 37, 3., -0.5, 0.125 38, 4., -0.5, 0.125 39, 5., -0.5, 0.125 40, 5., 0.5, 0.125 41, 4., 0.5, 0.125 42, 3., 0.5, 0.125 43, 6., -0.5, -0.125 44, 7., -0.5, -0.125 45, 8., -0.5, -0.125 46, 8., 0.5, -0.125 47, 7., 0.5, -0.125 48, 6., 0.5, -0.125 49, 1., -0.5, 0.125 50, 1., 0.5, 0.125 51, 10., 0.5, -0.125 52, 10., -0.5, -0.125 53, 2., 0.5, 0.125 54, 2., -0.5, 0.125 55, 9., -0.5, -0.125 56, 9., 0.5, -0.125 57, 5.5, 0., 0.125 *Element, type=SC8R, elset=solid 1, 28, 30, 50, 49, 1, 2, 25, 26 2, 49, 50, 29, 27, 26, 25, 3, 4 3, 8, 5, 6, 7, 28, 30, 50, 49 4, 7, 6, 10, 9, 49, 50, 29, 27 5, 34, 36, 52, 51, 11, 12, 31, 32 6, 51, 52, 35, 33, 32, 31, 13, 14 7, 18, 15, 16, 17, 34, 36, 52, 51 8, 17, 16, 20, 19, 51, 52, 35, 33 *Element, type=S4R, elset=shell 9, 53, 54, 37, 42 10, 42, 37, 38, 41 11, 41, 38, 39, 40 12, 40, 39, 21, 22 13, 23, 24, 43, 48 14, 48, 43, 44, 47 15, 47, 44, 45, 46 16, 46, 45, 55, 56 *Elset, elset=Solid_12 1,2 *Elset, elset=SurfSolidA 3,4 *Elset, elset=SurfSolidB 7,8 *Elset, elset=EdgeShellA 9, *Elset, elset=EdgeShellB 16, *Elset, elset=SurfShellA 9,10,11,12 *Elset, elset=SurfShellB 13,14,15,16 *Surface, name=EdgeShellA1 EdgeShellA, Edge *Surface, name=EdgeShellB1 EdgeShellB, Edge *Surface, name=SurfShellA1 SurfShellA, SPOS *Surface, name=SurfShellB1 SurfShellB, SPOS *Surface, name=SurfSolidA1 SurfSolidA, *Surface, name=SurfSolidB1 SurfSolidB, *Nset, nset=RetainedNodes 1, 2, 3, 4, 11, 12, 13, 14, 25, 26, 31, 32 *Nset, nset=refNodeFast 57, *Nset, nset=loadSubstruct 13,14 *Nset, nset=fix 1,2,3,4,25,26 *Elset, elset=SolidsAndShells, generate 1,16,1 *Shell Section, elset=solid, material=Material-1, Stack direction=2 1., 5 *Shell Section, elset=shell, material=Material-1,shell thickness=Shthck 1.0, 5 *Distribution Table,name=distThickTable length *Distribution, Location=Element, Table=distThickTable, Name=Shthck , 1. shell, 0.25 ** Constraint: Constraint-1 *Shell to Solid Coupling, constraint name=Constraint-1 EdgeShellA1, SurfSolidA1 ** Constraint: Constraint-2 *Shell to Solid Coupling, constraint name=Constraint-2 EdgeShellB1, SurfSolidB1 *Fastener, interaction name=inter-1, reference node set=refNodeFast, property=prop-1 SurfShellA1, SurfShellB1 *Fastener Property, name=prop-1 0.2, ** ** MATERIALS ** *Material, name=Material-1 *Elastic 3e+07, 0.3 *Restart, write, freq=99 ** ** ---------------------------------------------------------------- ** ** STEP: Step-1 ** *Step, name=Step-1, Perturbation Bend Beam *Static *Boundary fix,1,3 *Load Case, name = LoadCase_1 *Cload loadSubstruct,3,-1. *End Load Case *Load Case, name = LoadCase_2 *Cload loadSubstruct,3,-2. *End Load Case *Load Case, name = LoadCase_3 *Cload loadSubstruct,3,-3. *End Load Case *Output, field *Node output U, *Output, history *Element Output, elset=solid 3, CTSHR13, *El print, elset=Solid_12, Totals=yes 1,2,3,4,5 CTSHR13, STH, SF4, *End Step ** ** ---------------------------------------------------------------- ** ** STEP: Step-2 ** *Step, name=Step-2 Bend Beam *Static 0.25, 1. *Boundary fix,1,3 *Cload loadSubstruct,3,-1. *Output, field *Node output U, *Output, history *Node output, nset=loadSubstruct U, *Element Output, elset=solid 3, CTSHR13, *El print, elset=Solid_12, Totals=yes 1,2,3,4,5 CTSHR13, STH, SF4, *El Print, freq=1, elset=SolidsAndShells S, STH, *Node Print, freq=1, nset=loadSubstruct U, *End Step ** ** ---------------------------------------------------------------- ** ** STEP: Step-3 ** *Step, name=Step-3 *Substructure generate, type=z1, overwrite *Boundary, op=new *Retained nodal dofs RetainedNodes,1,3 *Substructure load case, name=load *Cload loadSubstruct,3,-1. *End Step