*Heading ** traction loading for axisymmetric rigid and shell elements *Preprint, echo=NO, model=NO, history=NO, contact=NO ** ** 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 *Node 1, 1., 0. 2, 1., 0.2 3, 1., 0.4 4, 1., 0.6 5, 1., 0.8 6, 1., 1. *Element, type=SAX1 1, 1, 2 2, 2, 3 3, 3, 4 4, 4, 5 5, 5, 6 ** Region: (Section-1:Picked) *Elset, elset=_PickedSet2, internal, generate 1, 5, 1 ** Section: Section-1 *Shell Section, elset=_PickedSet2, material=Material-1 0.1, 5 *End Instance ** *Instance, name=Part-2-1, part=Part-2 *Node 1, 1., 2. 2, 1., 2.2 3, 1., 2.4 4, 1., 2.6 5, 1., 2.8 6, 1., 3. *Element, type=RAX2 1, 1, 2 2, 2, 3 3, 3, 4 4, 4, 5 5, 5, 6 *Node 7, 1., 2., 0. *Nset, nset=Part-2-1-RefPt_, internal 7, *Elset, elset=Part-2-1, generate 1, 5, 1 *End Instance *Nset, nset=_PickedSet19, internal, instance=Part-1-1 1, *Nset, nset=_PickedSet20, internal, instance=Part-2-1 7, *Elset, elset=_Surf-1_SNEG, internal, instance=Part-1-1, generate 1, 5, 1 *Elset, elset=_Surf-1_SPOS, internal, instance=Part-2-1, generate 1, 5, 1 *Surface, type=ELEMENT, name=Surf-1 _Surf-1_SNEG, SNEG *Surface, type=ELEMENT, name=Surf-2 _Surf-1_SPOS, SPOS *Rigid Body, ref node=Part-2-1.Part-2-1-RefPt_, elset=Part-2-1.Part-2-1 *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 _PickedSet19, 2, 2 _PickedSet19, 6, 6 ** Name: BC-2 Type: Displacement/Rotation *Boundary _PickedSet20, 1, 1 _PickedSet20, 2, 2 _PickedSet20, 6, 6 ** ** LOADS ** ** Name: Load-1 Type: Surface traction *Dsload, amplitude=Amp-1 Surf-1, TRSHR, 1., 0.707107, 0.707107, 0. Surf-2, TRSHR, 1., 0.707107, 0.707107, 0. ** ** OUTPUT REQUESTS ** ** FIELD OUTPUT: F-Output-1 ** *Output, field, number=6 *Element output TRNOR,TRSHR *Node output u,rf *End Step