*Heading
** Job name: FastenedBeam_s4_s4 Model name: Model-1
**
** PARTS
**
*Part, name=Part-1
*End Part
**
** ASSEMBLY
**
*Assembly, name=Assembly
**
*Instance, name=Part-1-1, part=Part-1
*Node
*Element, type=S4
** Region: (Section-1:Picked)
*Elset, elset=_I1, internal, generate
** Section: Section-1
*Shell Section, elset=_I1, material=Material-1
0.1, 5
*End Instance
**
*Instance, name=Part-1-2, part=Part-1
*Node
*Element, type=S4
** Region: (Section-1:Picked)
*Elset, elset=_I1, internal, generate
** Section: Section-1
*Shell Section, elset=_I1, material=Material-1
0.1, 5
*End Instance
*Nset, nset=RefNode, instance=Part-1-1
*Nset, nset=Beam1End, instance=Part-1-1
*Elset, elset=Beam1End, instance=Part-1-1
*Nset, nset=Beam2End, instance=Part-1-2
*Elset, elset=Beam2End, instance=Part-1-2
*Nset, nset=Beam1Corner, instance=Part-1-1
*Elset, elset=_SurfBeam1_SPOS, internal, instance=Part-1-1, generate
*Surface, type=ELEMENT, name=SurfBeam1
_SurfBeam1_SPOS, SPOS
*Elset, elset=_SurfBeam2_SNEG, internal, instance=Part-1-2, generate
*Surface, type=ELEMENT, name=SurfBeam2
_SurfBeam2_SNEG, SNEG
*Fastener, interaction name=int-1, property=prop1, reference node set = RefNode, coupling=structural
 SurfBeam1, SurfBeam2
*fastener property, name=prop1
*End Assembly
**
** MATERIALS
**
*Material, name=Material-1
*Elastic
 3.e+07, 0.3
*contact pair, interaction=smooth, small sliding
 SurfBeam1, SurfBeam2
*surfaceinteraction, name=smooth
*Restart, write, freq=10
** ----------------------------------------------------------------
**
** STEP: Step-1
**
*Step, name=Step-1, nlgeom=no
 bend beam
*Static
 0.025, 1., 1e-05,
*Boundary, op=new
 Beam1End, 1, 1
 Beam1End, 3, 6
 Beam1Corner, 2, 2
 Beam2End, 5, 5, .7854e-1
*Output, field, freq=3
*Node Output
 U,
*Output, history
*Node Output, nset=Beam1End
 RF,
*Interaction Output, nset=RefNode
 FTF,
*Interaction Print, nset=RefNode
 FTF,
*Node Print, nset=Beam1End
 RF,
*Node Print, nset=Beam2End
 RF,
*End Step
** ----------------------------------------------------------------
**
** STEP: Step-2
**
*Step, name=Step-2, nlgeom=no
 unload beam
*Static
 0.02, 1., 1e-05
*Boundary, op=new
 Beam1End, 1, 1
 Beam1End, 3, 6
 Beam1Corner, 2, 2
*End Step
** ----------------------------------------------------------------
**
** STEP: Step-3
**
*Step, name=Step-3, nlgeom=no
 shear beam
*Static
 0.05, 1., 1e-05
*Boundary, op=new
 Beam1End, 1, 1
 Beam1End, 3, 6
 Beam1Corner, 2, 2
 Beam2End, 2, 2, .2
*End Step
** ----------------------------------------------------------------
**
** STEP: Step-4
**
*Step, name=Step-4, nlgeom=no
 unload beam
*Static
 0.025, 1., 1e-05
*Boundary, op=new
 Beam1End, 1, 1
 Beam1End, 3, 6
 Beam1Corner, 2, 2
*End Step
** ----------------------------------------------------------------
**
** STEP: Step-5
**
*Step, name=Step-5, nlgeom=no
 twist beam
*Static
 0.05, 1., 1e-05
*Boundary, op=new
 Beam1End, 1, 1
 Beam1End, 3, 6
 Beam1Corner, 2, 2
 Beam2End, 4, 4, 0.75e-1
*End Step
** ----------------------------------------------------------------
**
** STEP: Step-6
**
*Step, name=Step-6, nlgeom=no
 unload beam
*Static
 0.05, 1., 1e-05
*Boundary, op=new
 Beam1End, 1, 1
 Beam1End, 3, 6
 Beam1Corner, 2, 2
 Beam2End, 4, 4
*End Step