*Heading static test of shell to solid coupling ** Job name: xshell2solid_s4r_c3d20r_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. 13, 0., 0.125, 1. 14, 0., 0., 2. 15, 0., -0.125, 1. 16, 0., 0., 0. 17, -0.5, 0., 0. 18, -0.5, -0.125, 1. 19, -0.5, 0., 2. 20, -0.5, 0.125, 1. 21, -0.25, -0.125, 0. 22, -0.25, 0.125, 0. 23, -0.25, -0.125, 2. 24, -0.25, 0.125, 2. 25, 0.5, 0.125, 1. 26, 0.5, 0., 2. 27, 0.5, -0.125, 1. 28, 0.5, 0., 0. 29, 0.25, -0.125, 0. 30, 0.25, 0.125, 0. 31, 0.25, -0.125, 2. 32, 0.25, 0.125, 2. *Element, type=C3D20R 1, 5, 6, 8, 7, 1, 2, 4, 3, 16, 15, 14, 13, 17, 18, 19, 20, 22, 21, 23, 24 2, 9, 10, 12, 11, 5, 6, 8, 7, 28, 27, 26, 25, 16, 15, 14, 13, 30, 29, 31, 32 ** 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, 14, 19, 23, 24, 26, 31, 32 *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, 14, 19, 23, 24, 26, 31, 32 *Elset, elset=_G18, internal, instance=Part-1-1 1, 2 *Nset, nset=_G19, internal, instance=Part-1-1 3, 4, 7, 8, 11, 12, 14, 19, 23, 24, 26, 31, 32 *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