*Heading static test of shell to solid coupling ** Job name: xshell2solid_stri65_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. 16, 1., 0., 0. 17, 2., 0.25, 0. 18, 1., 0.5, 0. 19, 0., 0.25, 0. 20, 3., 0., 0. 21, 4., 0.25, 0. 22, 3., 0.5, 0. 23, 5., 0., 0. 24, 6., 0.25, 0. 25, 5., 0.5, 0. 26, 7., 0., 0. 27, 8., 0.25, 0. 28, 7., 0.5, 0. 29, 6., -0.25, 0. 30, 7., -0.5, 0. 31, 8., -0.25, 0. 32, 4., -0.25, 0. 33, 5., -0.5, 0. 34, 2., -0.25, 0. 35, 3., -0.5, 0. 36, 0., -0.25, 0. 37, 1., -0.5, 0. 38, 1., 0.25, 0. 39, 1., -0.25, 0. *Element, type=S8R 2, 7, 8, 11, 12, 20, 21, 22, 17 3, 8, 9, 10, 11, 23, 24, 25, 21 4, 9, 2, 3, 10, 26, 27, 28, 24 5, 2, 9, 15, 6, 26, 29, 30, 31 6, 9, 8, 14, 15, 23, 32, 33, 29 7, 8, 7, 13, 14, 20, 34, 35, 32 *Element, type=STRI65 1, 1, 12, 4, 38, 18, 19 8, 5, 7, 1, 39, 16, 36 9, 1, 7, 12, 16, 17, 38 10, 5, 13, 7, 37, 34, 39 ** Region: (Section-2:Picked) *Elset, elset=_I1, internal, generate 1, 10, 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=_G11a, internal, instance=Part-2-1 27, 31 *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, 27, 31 *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_E3, internal, instance=Part-2-1 1,8 *Surface, type=ELEMENT, name=Surf-2 _Surf-2_E3, E3 ** 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, -3.75 _G11, 2, -7.5 _G11a, 2, -15. ** ** 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 _G10, 1, 3.75 _G11, 1, 7.5 _G11a, 1, 15. ** 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 _G10, 2, -3.75 _G11, 2, -7.5 _G11a, 2, -15. ** ** 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 ** *Cload, Op = new _G10, 1, 3.75 _G11, 1, 7.5 _G11a, 1, 15. ** Name: Load-5 Type: Concentrated force ** ** 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