*Heading ** traction loading for continuum shell *Preprint, echo=NO, model=NO, history=NO, contact=NO ** ** PARTS ** *Part, name=Part-1 *End Part ** ** ASSEMBLY ** *Assembly, name=Assembly ** *Instance, name=Part-1-1, part=Part-1 *Node 1, 0., 0., 1. 2, 0., 1., 1. 3, 1., 0., 1. 4, 1., 1., 1. 5, 0., 0.5, 1. 6, 0.5, 0., 1. 7, 1., 0.5, 1. 8, 0.5, 1., 1. 9, 0.5, 0.5561861, 1. 10, 0., 0., 0.5 11, 0., 1., 0.5 12, 1., 0., 0.5 13, 1., 1., 0.5 14, 0., 0.5, 0.5 15, 0.5, 0., 0.5 16, 1., 0.5, 0.5 17, 0.5, 1., 0.5 18, 0.5, 0.5561861, 0.5 19, 0., 0., 0. 20, 0., 1., 0. 21, 1., 0., 0. 22, 1., 1., 0. 23, 0., 0.5, 0. 24, 0.5, 0., 0. 25, 1., 0.5, 0. 26, 0.5, 1., 0. 27, 0.5, 0.5561861, 0. *Element, type=SC6R 1, 18, 15, 16, 9, 6, 7 2, 18, 14, 15, 9, 5, 6 3, 14, 10, 15, 5, 1, 6 4, 15, 12, 16, 6, 3, 7 5, 18, 13, 17, 9, 4, 8 6, 18, 11, 14, 9, 2, 5 7, 18, 16, 13, 9, 7, 4 8, 18, 17, 11, 9, 8, 2 9, 27, 24, 25, 18, 15, 16 10, 27, 23, 24, 18, 14, 15 11, 23, 19, 24, 14, 10, 15 12, 24, 21, 25, 15, 12, 16 13, 27, 22, 26, 18, 13, 17 14, 27, 20, 23, 18, 11, 14 15, 27, 25, 22, 18, 16, 13 16, 27, 26, 20, 18, 17, 11 *Node 28, 0.5, 0.5, 0.5 *Nset, nset=Part-1-1-RefPt_, internal 28, ** Region: (Section-1:Picked) *Elset, elset=_PickedSet3, internal, generate 1, 16, 1 ** Section: Section-1 *Shell Section, elset=_PickedSet3, material=Material-1 1., 5 *End Instance ** *Instance, name=Part-1-2, part=Part-1 1.1, 0., 0. *Node 1, 0., 1., 1. 2, 0., 0.5, 1. 3, 0., 0., 1. 4, 0.5, 1., 1. 5, 0.5, 0.5, 1. 6, 0.5, 0., 1. 7, 1., 1., 1. 8, 1., 0.5, 1. 9, 1., 0., 1. 10, 0., 1., 0.5 11, 0., 0.5, 0.5 12, 0., 0., 0.5 13, 0.5, 1., 0.5 14, 0.5, 0.5, 0.5 15, 0.5, 0., 0.5 16, 1., 1., 0.5 17, 1., 0.5, 0.5 18, 1., 0., 0.5 19, 0., 1., 0. 20, 0., 0.5, 0. 21, 0., 0., 0. 22, 0.5, 1., 0. 23, 0.5, 0.5, 0. 24, 0.5, 0., 0. 25, 1., 1., 0. 26, 1., 0.5, 0. 27, 1., 0., 0. *Element, type=SC8R 1, 10, 11, 14, 13, 1, 2, 5, 4 2, 11, 12, 15, 14, 2, 3, 6, 5 3, 13, 14, 17, 16, 4, 5, 8, 7 4, 14, 15, 18, 17, 5, 6, 9, 8 5, 19, 20, 23, 22, 10, 11, 14, 13 6, 20, 21, 24, 23, 11, 12, 15, 14 7, 22, 23, 26, 25, 13, 14, 17, 16 8, 23, 24, 27, 26, 14, 15, 18, 17 *Node 28, 0.5, 0.5, 0.5 *Nset, nset=Part-1-2-RefPt_, internal 28, ** Region: (Section-1:Picked) *Elset, elset=_PickedSet3, internal, generate 1, 8, 1 ** Section: Section-1 *Shell Section, elset=_PickedSet3, material=Material-1 1., 5 *End Instance *Nset, nset=_PickedSet6, internal, instance=Part-1-2 1, 3, 7, 9, 19, 21, 25, 27 *Nset, nset=_PickedSet7, internal, instance=Part-1-2 28, *Nset, nset=_PickedSet8, internal, instance=Part-1-1 1, 2, 3, 4, 19, 20, 21, 22 *Nset, nset=_PickedSet9, internal, instance=Part-1-1 28, *Nset, nset=_PickedSet21, internal, instance=Part-1-1 28, *Nset, nset=_PickedSet21, internal, instance=Part-1-2 28, *Elset, elset=_Surf-1_S2, internal, instance=Part-1-1, generate 1, 8, 1 *Elset, elset=_Surf-1_S2, internal, instance=Part-1-2, generate 1, 4, 1 *Surface, type=ELEMENT, name=Surf-1 _Surf-1_S2, S2 *Elset, elset=_Surf-2_S4, internal, instance=Part-1-1 5, 8, 13, 16 *Elset, elset=_Surf-2_S6, internal, instance=Part-1-2, generate 1, 7, 2 *Surface, type=ELEMENT, name=Surf-2 _Surf-2_S4, S4 _Surf-2_S6, S6 *Surface, type=NODE, name=_PickedSet6_CNS_, internal _PickedSet6, 1. *Surface, type=NODE, name=_PickedSet8_CNS_, internal _PickedSet8, 1. ** Constraint: Constraint-1 *Coupling, constraint name=Constraint-1, ref node=_PickedSet7, surface=_PickedSet6_CNS_ *Distributing, weighting method=UNIFORM ** Constraint: Constraint-2 *Coupling, constraint name=Constraint-2, ref node=_PickedSet9, surface=_PickedSet8_CNS_ *Distributing, weighting method=UNIFORM *End Assembly *Amplitude, name=Amp-1 0., 0., 1., 1. ** ** MATERIALS ** *Material, name=Material-1 *Density 0.0001, *Elastic 1000., 0.3 ** ---------------------------------------------------------------- ** ** STEP: Step-1 ** *Step, name=Step-1 *Dynamic, Explicit , 1. *Bulk Viscosity 0.06, 1.2 ** ** BOUNDARY CONDITIONS ** ** Name: BC-1 Type: Displacement/Rotation *Boundary _PickedSet21, 1, 1 _PickedSet21, 2, 2 _PickedSet21, 3, 3 _PickedSet21, 4, 4 _PickedSet21, 5, 5 _PickedSet21, 6, 6 ** ** LOADS ** ** Name: Load-1 Type: Surface traction *Dsload, amplitude=Amp-1 Surf-1, TRSHR, 1., 0., 1., 0. ** Name: Load-2 Type: Surface traction *Dsload, amplitude=Amp-1 Surf-2, TRSHR, 1., 0., 0., 1. ** ** OUTPUT REQUESTS ** ** FIELD OUTPUT: F-Output-1 ** *Output, field *Element output TRNOR,TRSHR *Node Output RF, U *Output, history, frequency=0 *End Step