*Heading ** Job name: Job-1 Model name: Model-1 *Preprint, echo=NO, model=yes, history=NO, contact=NO ** ** PARTS ** *Part, name=Part-1 *End Part ** ** ASSEMBLY ** *Assembly, name=Assembly *Orientation, name="Orient-1" 0.,1.,0., 0.,0.,1. 3, 0. ** *Instance, name=Part-1-1, part=Part-1 *Node 1, 0., 0., 0. 2, 1., 0., 0. 3, 1., 1., 0. 4, 0., 1., 0. 5, 0.5, 0., 0. 6, 1., 0.5, 0. 7, 0.5, 1., 0. 8, 0., 0.5, 0. 9, 0.5561861, 0.5, 0. *Element, type=S3 1, 9, 8, 5 2, 9, 7, 8 3, 9, 2, 6 4, 9, 3, 7 5, 8, 7, 4 6, 8, 1, 5 7, 9, 5, 2 8, 9, 6, 3 *Node 10, 0., 0.5, 0. *Nset, nset=Part-1-1-RefPt_, internal 10, ** Region: (Section-1:Picked) *Elset, elset=_PickedSet3, internal, generate 1, 8, 1 ** Section: Section-1 *Shell Section, elset=_PickedSet3, material=Material-1 0.1, 5 *End Instance ** ** *Instance, name=Part-1-3, part=Part-1 2.2, 0., 0. *Node 1, 0., 0., 0. 2, 0.5, 0., 0. 3, 1., 0., 0. 4, 0., 0.5, 0. 5, 0.5, 0.5, 0. 6, 1., 0.5, 0. 7, 0., 1., 0. 8, 0.5, 1., 0. 9, 1., 1., 0. *Element, type=S4R 1, 1, 2, 5, 4 2, 2, 3, 6, 5 3, 4, 5, 8, 7 4, 5, 6, 9, 8 *Node 10, 0., 0.5, 0. *Nset, nset=Part-1-3-RefPt_, internal 10, ** Region: (Section-1:Picked) *Elset, elset=_PickedSet3, internal, generate 1, 4, 1 ** Section: Section-1 *Shell Section, elset=_PickedSet3, material=Material-1 0.1, 5 *End Instance ** *Instance, name=Part-1-4, part=Part-1 3.3, 0., 0. *Node 1, 0., 0., 0. 2, 0.5, 0., 0. 3, 1., 0., 0. 4, 0., 0.5, 0. 5, 0.5, 0.5, 0. 6, 1., 0.5, 0. 7, 0., 1., 0. 8, 0.5, 1., 0. 9, 1., 1., 0. *Element, type=S4R5 1, 1, 2, 5, 4 2, 2, 3, 6, 5 3, 4, 5, 8, 7 4, 5, 6, 9, 8 *Node 10, 0., 0.5, 0. *Nset, nset=Part-1-4-RefPt_, internal 10, ** Region: (Section-1:Picked) *Elset, elset=_PickedSet3, internal, generate 1, 4, 1 ** Section: Section-1 *Shell Section, elset=_PickedSet3, material=Material-1 0.1, 5 *End Instance ** *Instance, name=Part-1-5, part=Part-1 4.4, 0., 0. *Node 1, 0., 0., 0. 2, 1., 0., 0. 3, 1., 1., 0. 4, 0., 1., 0. 5, 0.5, 0., 0. 6, 1., 0.5, 0. 7, 0.5, 1., 0. 8, 0., 0.5, 0. 9, 0.5561861, 0.5, 0. 10, 0.278093, 0.5, 0. 11, 0.25, 0.25, 0. 12, 0.528093, 0.25, 0. 13, 0.528093, 0.75, 0. 14, 0.25, 0.75, 0. 15, 0.778093, 0.25, 0. 16, 1., 0.25, 0. 17, 0.778093, 0.5, 0. 18, 0.778093, 0.75, 0. 19, 0.75, 1., 0. 20, 0.25, 1., 0. 21, 0., 0.75, 0. 22, 0., 0.25, 0. 23, 0.25, 0., 0. 24, 0.75, 0., 0. 25, 1., 0.75, 0. *Element, type=STRI65 1, 9, 8, 5, 10, 11, 12 2, 9, 7, 8, 13, 14, 10 3, 9, 2, 6, 15, 16, 17 4, 9, 3, 7, 18, 19, 13 5, 8, 7, 4, 14, 20, 21 6, 8, 1, 5, 22, 23, 11 7, 9, 5, 2, 12, 24, 15 8, 9, 6, 3, 17, 25, 18 *Node 26, 0., 0.5, 0. *Nset, nset=Part-1-5-RefPt_, internal 26, ** Region: (Section-1:Picked) *Elset, elset=_PickedSet3, internal, generate 1, 8, 1 ** Section: Section-1 *Shell Section, elset=_PickedSet3, material=Material-1 0.1, 5 *End Instance ** *Instance, name=Part-1-6, part=Part-1 5.5, 0., 0. *Node 1, 0., 0., 0. 2, 0.5, 0., 0. 3, 1., 0., 0. 4, 0., 0.5, 0. 5, 0.5, 0.5, 0. 6, 1., 0.5, 0. 7, 0., 1., 0. 8, 0.5, 1., 0. 9, 1., 1., 0. 10, 0.25, 0., 0. 11, 0.5, 0.25, 0. 12, 0.25, 0.5, 0. 13, 0., 0.25, 0. 14, 0.75, 0., 0. 15, 1., 0.25, 0. 16, 0.75, 0.5, 0. 17, 0.5, 0.75, 0. 18, 0.25, 1., 0. 19, 0., 0.75, 0. 20, 1., 0.75, 0. 21, 0.75, 1., 0. *Element, type=S8R 1, 1, 2, 5, 4, 10, 11, 12, 13 2, 2, 3, 6, 5, 14, 15, 16, 11 3, 4, 5, 8, 7, 12, 17, 18, 19 4, 5, 6, 9, 8, 16, 20, 21, 17 *Node 22, 0., 0.5, 0. *Nset, nset=Part-1-6-RefPt_, internal 22, ** Region: (Section-1:Picked) *Elset, elset=_PickedSet3, internal, generate 1, 4, 1 ** Section: Section-1 *Shell Section, elset=_PickedSet3, material=Material-1 0.1, 5 *End Instance ** *Instance, name=Part-1-7, part=Part-1 6.6, 0., 0. *Node 1, 0., 0., 0. 2, 0.5, 0., 0. 3, 1., 0., 0. 4, 0., 0.5, 0. 5, 0.5, 0.5, 0. 6, 1., 0.5, 0. 7, 0., 1., 0. 8, 0.5, 1., 0. 9, 1., 1., 0. 10, 0.25, 0., 0. 11, 0.5, 0.25, 0. 12, 0.25, 0.5, 0. 13, 0., 0.25, 0. 14, 0.75, 0., 0. 15, 1., 0.25, 0. 16, 0.75, 0.5, 0. 17, 0.5, 0.75, 0. 18, 0.25, 1., 0. 19, 0., 0.75, 0. 20, 1., 0.75, 0. 21, 0.75, 1., 0. *Element, type=S8R5 1, 1, 2, 5, 4, 10, 11, 12, 13 2, 2, 3, 6, 5, 14, 15, 16, 11 3, 4, 5, 8, 7, 12, 17, 18, 19 4, 5, 6, 9, 8, 16, 20, 21, 17 *Node 22, 0., 0.5, 0. *Nset, nset=Part-1-7-RefPt_, internal 22, ** Region: (Section-1:Picked) *Elset, elset=_PickedSet3, internal, generate 1, 4, 1 ** Section: Section-1 *Shell Section, elset=_PickedSet3, material=Material-1 0.1, 5 *End Instance *Nset, nset=_PickedSet17, internal, instance=Part-1-1 10, *Nset, nset=_PickedSet21, internal, instance=Part-1-3 10, *Nset, nset=_PickedSet23, internal, instance=Part-1-4 10, *Nset, nset=_PickedSet25, internal, instance=Part-1-5 26, *Nset, nset=_PickedSet27, internal, instance=Part-1-6 22, *Nset, nset=_PickedSet29, internal, instance=Part-1-7 22, *Nset, nset=boun, instance=Part-1-1 10, *Nset, nset=boun, instance=Part-1-4 10, *Nset, nset=boun, instance=Part-1-6 22, *Nset, nset=boun, instance=Part-1-3 10, *Nset, nset=boun, instance=Part-1-5 26, *Nset, nset=boun, instance=Part-1-7 22, *Nset, nset=_PickedSet54, internal, instance=Part-1-1 1, 4, 8 *Elset, elset=_PickedSet54, internal, instance=Part-1-1 5, 6 *Nset, nset=_PickedSet56, internal, instance=Part-1-3, generate 1, 7, 3 *Elset, elset=_PickedSet56, internal, instance=Part-1-3 1, 3 *Nset, nset=_PickedSet57, internal, instance=Part-1-4, generate 1, 7, 3 *Elset, elset=_PickedSet57, internal, instance=Part-1-4 1, 3 *Nset, nset=_PickedSet58, internal, instance=Part-1-5 1, 4, 8, 21, 22 *Elset, elset=_PickedSet58, internal, instance=Part-1-5 5, 6 *Nset, nset=_PickedSet59, internal, instance=Part-1-6 1, 4, 7, 13, 19 *Elset, elset=_PickedSet59, internal, instance=Part-1-6 1, 3 *Nset, nset=_PickedSet60, internal, instance=Part-1-7 1, 4, 7, 13, 19 *Elset, elset=_PickedSet60, internal, instance=Part-1-7 1, 3 *Elset, elset=_loadSurf_E2, internal, instance=Part-1-1 3, 8 *Elset, elset=_loadSurf_E2, internal, instance=Part-1-4 2, 4 *Elset, elset=_loadSurf_E2, internal, instance=Part-1-6 2, 4 *Elset, elset=_loadSurf_E2, internal, instance=Part-1-3 2, 4 *Elset, elset=_loadSurf_E2, internal, instance=Part-1-5 3, 8 *Elset, elset=_loadSurf_E2, internal, instance=Part-1-7 2, 4 *Surface, type=ELEMENT, name=loadSurf _loadSurf_E2, E2 *Surface, type=NODE, name=_PickedSet54_CNS_, internal _PickedSet54, 1. *Surface, type=NODE, name=_PickedSet56_CNS_, internal _PickedSet56, 1. *Surface, type=NODE, name=_PickedSet57_CNS_, internal _PickedSet57, 1. *Surface, type=NODE, name=_PickedSet58_CNS_, internal _PickedSet58, 1. *Surface, type=NODE, name=_PickedSet59_CNS_, internal _PickedSet59, 1. *Surface, type=NODE, name=_PickedSet60_CNS_, internal _PickedSet60, 1. ** Constraint: Constraint-1 *Coupling, constraint name=Constraint-1, ref node=_PickedSet17, surface=_PickedSet54_CNS_ *Kinematic ** Constraint: Constraint-2 ** Constraint: Constraint-3 *Coupling, constraint name=Constraint-3, ref node=_PickedSet21, surface=_PickedSet56_CNS_ *Kinematic ** Constraint: Constraint-4 *Coupling, constraint name=Constraint-4, ref node=_PickedSet23, surface=_PickedSet57_CNS_ *Kinematic ** Constraint: Constraint-5 *Coupling, constraint name=Constraint-5, ref node=_PickedSet25, surface=_PickedSet58_CNS_ *Kinematic ** Constraint: Constraint-6 *Coupling, constraint name=Constraint-6, ref node=_PickedSet27, surface=_PickedSet59_CNS_ *Kinematic ** Constraint: Constraint-7 *Coupling, constraint name=Constraint-7, ref node=_PickedSet29, surface=_PickedSet60_CNS_ *Kinematic *End Assembly ** ** MATERIALS ** *Material, name=Material-1 *Elastic 1000., 0.3 ** ---------------------------------------------------------------- ** ---------------------------------------------------------------- ** ** STEP: Step-1 ** *Step, name=Step-1, nlgeom=YES, unsymm=YES *Static 0.1, 1., 1e-05, 1. ** ** BOUNDARY CONDITIONS ** ** Name: BC-1 Type: Displacement/Rotation *Boundary boun, 1, 1 boun, 2, 2 boun, 3, 3 boun, 4, 4 boun, 5, 5 boun, 6, 6 ** ** LOADS ** ** Name: Load-1 Type: Shell edge load *Dsload loadSurf, EDTRA, 1.0d-1 ** ** OUTPUT REQUESTS ** *Restart, write, frequency=1 ** ** FIELD OUTPUT: F-Output-1 ** *Output, field, variable=PRESELECT ** ** HISTORY OUTPUT: H-Output-1 ** *Output, history, variable=PRESELECT ** ** HISTORY OUTPUT: H-Output-2 ** *Output, history *Node Output, nset=boun RF1, RF2, RF3, RM1, RM2, RM3 *End Step ** ---------------------------------------------------------------- ** ** STEP: Step-2 ** *Step, name=Step-2, nlgeom=YES, unsymm=YES *Static 0.1, 1., 1e-05, 1. ** ** BOUNDARY CONDITIONS ** ** Name: BC-1 Type: Displacement/Rotation *Boundary boun, 6, 6, 1.507 ** ** OUTPUT REQUESTS ** *Restart, write, frequency=1 ** ** FIELD OUTPUT: F-Output-1 ** *Output, field, variable=PRESELECT ** ** HISTORY OUTPUT: H-Output-1 ** *Output, history, variable=PRESELECT ** ** HISTORY OUTPUT: H-Output-2 ** *Output, history *Node Output, nset=boun RF1, RF2, RF3, RM1, RM2, RM3 *End Step ** ---------------------------------------------------------------- ** ** STEP: Step-3 ** *Step, name=Step-3, nlgeom=YES, unsymm=YES *Static 0.1, 1., 1e-05, 1. ** ** BOUNDARY CONDITIONS ** ** Name: BC-1 Type: Displacement/Rotation *Boundary boun, 6, 6 ** ** LOADS ** ** Name: Load-1 Type: Shell edge load *Dsload loadSurf, EDTRA, 0.0d-1 ** ** OUTPUT REQUESTS ** *Restart, write, frequency=1 ** ** FIELD OUTPUT: F-Output-1 ** *Output, field, variable=PRESELECT ** ** HISTORY OUTPUT: H-Output-1 ** *Output, history, variable=PRESELECT ** ** HISTORY OUTPUT: H-Output-2 ** *Output, history *Node Output, nset=boun RF1, RF2, RF3, RM1, RM2, RM3 *End Step ** ---------------------------------------------------------------- ** ** STEP: Step-4 ** *Step, name=Step-4, nlgeom=YES, unsymm=YES *Static 0.1, 1., 1e-05, 1. ** ** BOUNDARY CONDITIONS ** ** Name: BC-1 Type: Displacement/Rotation *Boundary boun, 1, 1 boun, 2, 2 boun, 3, 3 boun, 4, 4 boun, 5, 5 boun, 6, 6 ** ** LOADS ** ** Name: Load-1 Type: Shell edge load *Dsload, follower=no,orientation="Orient-1" loadSurf, EDLD, 1.0d-1, 0,1,0 ** ** OUTPUT REQUESTS ** *Restart, write, frequency=1 ** ** FIELD OUTPUT: F-Output-1 ** *Output, field, variable=PRESELECT ** ** HISTORY OUTPUT: H-Output-1 ** *Output, history, variable=PRESELECT ** ** HISTORY OUTPUT: H-Output-2 ** *Output, history *Node Output, nset=boun RF1, RF2, RF3, RM1, RM2, RM3 *End Step ** ---------------------------------------------------------------- ** ** STEP: Step-5 ** *Step, name=Step-5, nlgeom=YES, unsymm=YES *Static 0.1, 1., 1e-05, 1. ** ** BOUNDARY CONDITIONS ** ** Name: BC-1 Type: Displacement/Rotation *Boundary boun, 6, 6, 1.507 ** ** OUTPUT REQUESTS ** *Restart, write, frequency=1 ** ** FIELD OUTPUT: F-Output-1 ** *Output, field, variable=PRESELECT ** ** HISTORY OUTPUT: H-Output-1 ** *Output, history, variable=PRESELECT ** ** HISTORY OUTPUT: H-Output-2 ** *Output, history *Node Output, nset=boun RF1, RF2, RF3, RM1, RM2, RM3 *End Step ** ---------------------------------------------------------------- ** ** STEP: Step-6 ** *Step, name=Step-6, nlgeom=YES, unsymm=YES *Static 0.1, 1., 1e-05, 1. ** ** BOUNDARY CONDITIONS ** ** Name: BC-1 Type: Displacement/Rotation *Boundary boun, 6, 6 ** ** LOADS ** ** Name: Load-1 Type: Shell edge load *Dsload, follower=no,orientation="Orient-1" loadSurf, EDLD, 0.0d-1,0.,1.,0 ** ** OUTPUT REQUESTS ** *Restart, write, frequency=1 ** ** FIELD OUTPUT: F-Output-1 ** *Output, field, variable=PRESELECT ** ** HISTORY OUTPUT: H-Output-1 ** *Output, history, variable=PRESELECT ** ** HISTORY OUTPUT: H-Output-2 ** *Output, history *Node Output, nset=boun RF1, RF2, RF3, RM1, RM2, RM3 *End Step ** ---------------------------------------------------------------- ** ** STEP: Step-7 ** *Step, name=Step-7, nlgeom=YES, unsymm=YES *Static 0.1, 1., 1e-05, 1. ** ** BOUNDARY CONDITIONS ** ** Name: BC-1 Type: Displacement/Rotation *Boundary boun, 1, 1 boun, 2, 2 boun, 3, 3 boun, 4, 4 boun, 5, 5 boun, 6, 6 ** ** LOADS ** ** Name: Load-1 Type: Shell edge load *Dsload loadSurf, EDNOR, -1.0d0 ** ** OUTPUT REQUESTS ** *Restart, write, frequency=1 ** ** FIELD OUTPUT: F-Output-1 ** *Output, field, variable=PRESELECT ** ** HISTORY OUTPUT: H-Output-1 ** *Output, history, variable=PRESELECT ** ** HISTORY OUTPUT: H-Output-2 ** *Output, history *Node Output, nset=boun RF1, RF2, RF3, RM1, RM2, RM3 *End Step ** ---------------------------------------------------------------- ** ** STEP: Step-8 ** *Step, name=Step-8, nlgeom=YES, unsymm=YES *Static 0.1, 1., 1e-05, 1. ** ** BOUNDARY CONDITIONS ** ** Name: BC-1 Type: Displacement/Rotation *Boundary boun, 6, 6, 1.507 ** ** OUTPUT REQUESTS ** *Restart, write, frequency=1 ** ** FIELD OUTPUT: F-Output-1 ** *Output, field, variable=PRESELECT ** ** HISTORY OUTPUT: H-Output-1 ** *Output, history, variable=PRESELECT ** ** HISTORY OUTPUT: H-Output-2 ** *Output, history *Node Output, nset=boun RF1, RF2, RF3, RM1, RM2, RM3 *End Step ** ---------------------------------------------------------------- ** ** STEP: Step-9 ** *Step, name=Step-9, nlgeom=YES, unsymm=YES *Static 0.1, 1., 1e-05, 1. ** ** BOUNDARY CONDITIONS ** ** Name: BC-1 Type: Displacement/Rotation *Boundary boun, 6, 6 ** ** LOADS ** ** Name: Load-1 Type: Shell edge load *Dsload loadSurf, EDNOR, 0.0d0 ** ** OUTPUT REQUESTS ** *Restart, write, frequency=1 ** ** FIELD OUTPUT: F-Output-1 ** *Output, field, variable=PRESELECT ** ** HISTORY OUTPUT: H-Output-1 ** *Output, history, variable=PRESELECT ** ** HISTORY OUTPUT: H-Output-2 ** *Output, history *Node Output, nset=boun RF1, RF2, RF3, RM1, RM2, RM3 *End Step ** ---------------------------------------------------------------- ** ** STEP: Step-10 ** *Step, name=Step-10, nlgeom=YES, unsymm=YES *Static 0.1, 1., 1e-05, 1. ** ** BOUNDARY CONDITIONS ** ** Name: BC-1 Type: Displacement/Rotation *Boundary boun, 1, 1 boun, 2, 2 boun, 3, 3 boun, 4, 4 boun, 5, 5 boun, 6, 6 ** ** LOADS ** ** Name: Load-1 Type: Shell edge load *Dsload loadSurf, EDSHR, 1.0d0 ** ** OUTPUT REQUESTS ** *Restart, write, frequency=1 ** ** FIELD OUTPUT: F-Output-1 ** *Output, field, variable=PRESELECT ** ** HISTORY OUTPUT: H-Output-1 ** *Output, history, variable=PRESELECT ** ** HISTORY OUTPUT: H-Output-2 ** *Output, history *Node Output, nset=boun RF1, RF2, RF3, RM1, RM2, RM3 *End Step ** ---------------------------------------------------------------- ** ** STEP: Step-11 ** *Step, name=Step-11, nlgeom=YES, unsymm=YES *Static 0.1, 1., 1e-05, 1. ** ** BOUNDARY CONDITIONS ** ** Name: BC-1 Type: Displacement/Rotation *Boundary boun, 6, 6, 1.507 ** ** OUTPUT REQUESTS ** *Restart, write, frequency=1 ** ** FIELD OUTPUT: F-Output-1 ** *Output, field, variable=PRESELECT ** ** HISTORY OUTPUT: H-Output-1 ** *Output, history, variable=PRESELECT ** ** HISTORY OUTPUT: H-Output-2 ** *Output, history *Node Output, nset=boun RF1, RF2, RF3, RM1, RM2, RM3 *End Step ** ---------------------------------------------------------------- ** ** STEP: Step-12 ** *Step, name=Step-12, nlgeom=YES, unsymm=YES *Static 0.1, 1., 1e-05, 1. ** ** BOUNDARY CONDITIONS ** ** Name: BC-1 Type: Displacement/Rotation *Boundary boun, 6, 6 ** ** LOADS ** ** Name: Load-1 Type: Shell edge load *Dsload loadSurf, EDSHR, 0.0d0 ** ** OUTPUT REQUESTS ** *Restart, write, frequency=1 ** ** FIELD OUTPUT: F-Output-1 ** *Output, field, variable=PRESELECT ** ** HISTORY OUTPUT: H-Output-1 ** *Output, history, variable=PRESELECT ** ** HISTORY OUTPUT: H-Output-2 ** *Output, history *Node Output, nset=boun RF1, RF2, RF3, RM1, RM2, RM3 *End Step