*Heading static test of shell to solid coupling ** Job name: xshell2solid_s4r_c3d8_std Model name: Model-1 ** ** PARTS ** *Part, name=Part-1 *End Part *Part, name=Part-2 *End Part ** ** ASSEMBLY ** *Assembly, name=Assembly ** *Instance, name=Part-1-1, part=Part-1 0., -3.06151588455594e-17, -2.22044604925031e-16 0., -3.06151588455594e-17, -2.22044604925031e-16, 0., -1., -2.22044604925031e-16, 90. *Node 1, -0.5, 0.125, 0. 2, -0.5, -0.125, 0. 3, -0.5, 0.125, 2. 4, -0.5, -0.125, 2. 5, 0., 0.125, 0. 6, 0., -0.125, 0. 7, 0., 0.125, 2. 8, 0., -0.125, 2. 9, 0.5, 0.125, 0. 10, 0.5, -0.125, 0. 11, 0.5, 0.125, 2. 12, 0.5, -0.125, 2. *Element, type=C3D8 1, 5, 6, 8, 7, 1, 2, 4, 3 2, 9, 10, 12, 11, 5, 6, 8, 7 ** Region: (Section-1:Picked) *Elset, elset=_I1, internal 1, 2 ** Section: Section-1 *Solid Section, elset=_I1, material=Material-1 1., *End Instance ** *Instance, name=Part-2-1, part=Part-2 0., 0., 0. 0., 0., 0., 1., 0., 0., 90. *Node 1, 0., 0., 0. 2, 8., 0., 0. 3, 8., 0.5, 0. 4, 0., 0.5, 0. 5, 0., -0.5, 0. 6, 8., -0.5, 0. 7, 2., 0., 0. 8, 4., 0., 0. 9, 6., 0., 0. 10, 6., 0.5, 0. 11, 4., 0.5, 0. 12, 2., 0.5, 0. 13, 2., -0.5, 0. 14, 4., -0.5, 0. 15, 6., -0.5, 0. *Element, type=S4R 1, 1, 7, 12, 4 2, 7, 8, 11, 12 3, 8, 9, 10, 11 4, 9, 2, 3, 10 5, 2, 9, 15, 6 6, 9, 8, 14, 15 7, 8, 7, 13, 14 8, 7, 1, 5, 13 ** Region: (Section-2:Picked) *Elset, elset=_I1, internal, generate 1, 8, 1 ** Section: Section-2 *Shell Section, elset=_I1, material=Material-1 0.25, 3 *End Instance *Nset, nset=_G9, internal, instance=Part-1-1 3, 4, 7, 8, 11, 12 *Elset, elset=_G9, internal, instance=Part-1-1 1, 2 *Nset, nset=_G10, internal, instance=Part-2-1 3, 6 *Nset, nset=_G11, internal, instance=Part-2-1 2, *Nset, nset=_G12, internal, instance=Part-2-1 3, 6 *Nset, nset=_G13, internal, instance=Part-2-1 2, *Nset, nset=_G14, internal, instance=Part-2-1 3, 6 *Nset, nset=_G15, internal, instance=Part-2-1 2, *Nset, nset=_G16, internal, instance=Part-2-1 3, 6 *Nset, nset=_G17, internal, instance=Part-2-1 2, *Nset, nset=_G18, internal, instance=Part-1-1 3, 4, 7, 8, 11, 12 *Elset, elset=_G18, internal, instance=Part-1-1 1, 2 *Nset, nset=_G19, internal, instance=Part-1-1 3, 4, 7, 8, 11, 12 *Elset, elset=_G19, internal, instance=Part-1-1 1, 2 *Nset, nset=_G20, internal, instance=Part-2-1 2, 3, 6 *Elset, elset=_G20, internal, instance=Part-2-1 4, 5 *Elset, elset=_Surf-1_S3, internal, instance=Part-1-1 1, 2 *Surface, type=ELEMENT, name=Surf-1 _Surf-1_S3, S3 *Elset, elset=_Surf-2_E4, internal, instance=Part-2-1 1, *Elset, elset=_Surf-2_E2, internal, instance=Part-2-1 8, *Surface, type=ELEMENT, name=Surf-2 _Surf-2_E4, E4 _Surf-2_E2, E2 ** Constraint: Constraint-1 *Shell to solid coupling, constraint name=Constraint-1 Surf-2, Surf-1 *End Assembly ** ** MATERIALS ** *Material, name=Material-1 *Density 1700., *Elastic 3e+07, 0.3 ** ---------------------------------------------------------------- ** ** STEP: Step-1 ** *Step, name=Step-1, perturbation bend - perturbation *Static ** ** BOUNDARY CONDITIONS ** ** Name: BC-1 Type: Displacement/Rotation *Boundary _G9, 1, 1 _G9, 2, 2 _G9, 3, 3 ** ** LOADS ** ** Name: Load-1 Type: Concentrated force *Cload _G10, 2, -15. ** Name: Load-2 Type: Concentrated force *Cload _G11, 2, -30. ** ** OUTPUT REQUESTS ** *Restart, write, frequency=0 ** ** FIELD OUTPUT: F-Output-1 ** *Output, field *Node Output U, *Element Output S, ** ** HISTORY OUTPUT: H-Output-1 ** *Output, history, variable=PRESELECT *El Print, freq=999999 *Node Print, freq=999999 *End Step ** ---------------------------------------------------------------- ** ** STEP: Step-2 ** *Step, name=Step-2, perturbation pull - perturbation *Static ** ** BOUNDARY CONDITIONS ** ** Name: BC-2 Type: Displacement/Rotation *Boundary _G18, 1, 1 _G18, 2, 2 _G18, 3, 3 ** ** LOADS ** ** Name: Load-3 Type: Concentrated force *Cload _G12, 1, 15. ** Name: Load-4 Type: Concentrated force *Cload _G13, 1, 30. ** ** OUTPUT REQUESTS ** *Restart, write, frequency=0 ** ** FIELD OUTPUT: F-Output-1 ** *Output, field *Node Output U, *Element Output S, ** ** HISTORY OUTPUT: H-Output-1 ** *Output, history, variable=PRESELECT *End Step ** ---------------------------------------------------------------- ** ** STEP: Step-3 ** *Step, name=Step-3, nlgeom bend - nonlinear *Static 0.25, 1., 1e-05, 1. ** ** BOUNDARY CONDITIONS ** ** Name: BC-3 Type: Displacement/Rotation *Boundary _G19, 1, 1 _G19, 2, 2 _G19, 3, 3 ** ** LOADS ** ** Name: Load-5 Type: Concentrated force *Cload _G14, 2, -15. ** Name: Load-6 Type: Concentrated force *Cload _G15, 2, -30. ** ** OUTPUT REQUESTS ** *Restart, write, frequency=0 ** ** FIELD OUTPUT: F-Output-2 ** *Output, field *Node Output U, *Element Output S, ** ** HISTORY OUTPUT: H-Output-2 ** *Output, history, variable=PRESELECT *End Step ** ---------------------------------------------------------------- ** ** STEP: Step-4 ** *Step, name=Step-4, nlgeom pull - nonlinear *Static 0.25, 1., 1e-05, 1. ** ** LOADS ** ** Name: Load-5 Type: Concentrated force *Cload, op=NEW ** Name: Load-6 Type: Concentrated force *Cload, op=NEW ** Name: Load-7 Type: Concentrated force *Cload, op=NEW _G16, 1, 15. ** Name: Load-8 Type: Concentrated force *Cload, op=NEW _G17, 1, 30. ** ** OUTPUT REQUESTS ** *Restart, write, frequency=0 ** ** FIELD OUTPUT: F-Output-2 ** *Output, field *Node Output U, *Element Output S, ** ** HISTORY OUTPUT: H-Output-2 ** *Output, history, variable=PRESELECT *End Step ** ---------------------------------------------------------------- ** ** STEP: Step-5 ** *Step, name=Step-5, nlgeom unload *Static 1., 1., 1e-05, 1. ** ** LOADS ** ** Name: Load-7 Type: Concentrated force *Cload, op=NEW ** Name: Load-8 Type: Concentrated force *Cload, op=NEW ** ** OUTPUT REQUESTS ** *Restart, write, frequency=0 ** ** FIELD OUTPUT: F-Output-2 ** *Output, field *Node Output U, *Element Output S, ** ** HISTORY OUTPUT: H-Output-2 ** *Output, history, variable=PRESELECT *End Step ** ---------------------------------------------------------------- ** ** STEP: Step-6 ** *Step, name=Step-6, nlgeom rigid rotation *Static 0.04, 1., 1e-05, 1. ** ** BOUNDARY CONDITIONS ** ** Name: BC-3 Type: Displacement/Rotation *Boundary, op=NEW ** Name: BC-4 Type: Displacement/Rotation *Boundary, op=NEW _G20, 1, 1 _G20, 2, 2 _G20, 3, 3 _G20, 6, 6, -1.5708 ** ** OUTPUT REQUESTS ** *Restart, write, frequency=1 ** ** FIELD OUTPUT: F-Output-2 ** *Output, field *Node Output U, *Element Output S, ** ** HISTORY OUTPUT: H-Output-2 ** *Output, history, variable=PRESELECT *End Step