*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
1, 4.4, -0.5, 0.
2, 4.4, 0.5, 0.
3, 0., 0.5, 0.
4, 0., -0.5, 0.
5, 5.5, -0.5, 0.
6, 5.5, 0.5, 0.
7, 4.4, 0., 0.
8, 3.85, 0.5, 0.
9, 3.3, 0.5, 0.
10, 2.75, 0.5, 0.
11, 2.2, 0.5, 0.
12, 1.65, 0.5, 0.
13, 1.1, 0.5, 0.
14, 0.55, 0.5, 0.
15, 0., 0., 0.
16, 0.55, -0.5, 0.
17, 1.1, -0.5, 0.
18, 1.65, -0.5, 0.
19, 2.2, -0.5, 0.
20, 2.75, -0.5, 0.
21, 3.3, -0.5, 0.
22, 3.85, -0.5, 0.
23, 4.95, -0.5, 0.
24, 5.5, 0., 0.
25, 4.95, 0.5, 0.
26, 3.85, 0., 0.
27, 3.3, 0., 0.
28, 2.75, 0., 0.
29, 2.2, 0., 0.
30, 1.65, 0., 0.
31, 1.1, 0., 0.
32, 0.55, 0., 0.
33, 4.95, 0., 0.
34, 5., 0., 0.
*Element, type=S4
1, 1, 7, 26, 22
2, 7, 2, 8, 26
3, 22, 26, 27, 21
4, 26, 8, 9, 27
5, 21, 27, 28, 20
6, 27, 9, 10, 28
7, 20, 28, 29, 19
8, 28, 10, 11, 29
9, 19, 29, 30, 18
10, 29, 11, 12, 30
11, 18, 30, 31, 17
12, 30, 12, 13, 31
13, 17, 31, 32, 16
14, 31, 13, 14, 32
15, 16, 32, 15, 4
16, 32, 14, 3, 15
17, 2, 7, 33, 25
18, 7, 1, 23, 33
19, 25, 33, 24, 6
20, 33, 23, 5, 24
** Region: (Section-1:Picked)
*Elset, elset=_I1, internal, generate
1, 20, 1
** Section: Section-1
*Shell Section, elset=_I1, material=Material-1
0.1, 5
*End Instance
**
*Instance, name=Part-1-2, part=Part-1
4.6, 0., 0.1
*Node
1, 1.1, -0.5, 0.
2, 1.1, 0.5, 0.
3, 0., 0.5, 0.
4, 0., -0.5, 0.
5, 5.5, -0.5, 0.
6, 5.5, 0.5, 0.
7, 1.1, 0., 0.
8, 0.55, 0.5, 0.
9, 0., 0., 0.
10, 0.55, -0.5, 0.
11, 1.65, -0.5, 0.
12, 2.2, -0.5, 0.
13, 2.75, -0.5, 0.
14, 3.3, -0.5, 0.
15, 3.85, -0.5, 0.
16, 4.4, -0.5, 0.
17, 4.95, -0.5, 0.
18, 5.5, 0., 0.
19, 4.95, 0.5, 0.
20, 4.4, 0.5, 0.
21, 3.85, 0.5, 0.
22, 3.3, 0.5, 0.
23, 2.75, 0.5, 0.
24, 2.2, 0.5, 0.
25, 1.65, 0.5, 0.
26, 0.55, 0., 0.
27, 1.65, 0., 0.
28, 2.2, 0., 0.
29, 2.75, 0., 0.
30, 3.3, 0., 0.
31, 3.85, 0., 0.
32, 4.4, 0., 0.
33, 4.95, 0., 0.
*Element, type=S4
1, 1, 7, 26, 10
2, 7, 2, 8, 26
3, 10, 26, 9, 4
4, 26, 8, 3, 9
5, 2, 7, 27, 25
6, 7, 1, 11, 27
7, 25, 27, 28, 24
8, 27, 11, 12, 28
9, 24, 28, 29, 23
10, 28, 12, 13, 29
11, 23, 29, 30, 22
12, 29, 13, 14, 30
13, 22, 30, 31, 21
14, 30, 14, 15, 31
15, 21, 31, 32, 20
16, 31, 15, 16, 32
17, 20, 32, 33, 19
18, 32, 16, 17, 33
19, 19, 33, 18, 6
20, 33, 17, 5, 18
** Region: (Section-1:Picked)
*Elset, elset=_I1, internal, generate
1, 20, 1
** Section: Section-1
*Shell Section, elset=_I1, material=Material-1
0.1, 5
*End Instance
*Nset, nset=RefNode, instance=Part-1-1
34,
*Nset, nset=Beam1End, instance=Part-1-1
3, 4, 15
*Elset, elset=Beam1End, instance=Part-1-1
15, 16
*Nset, nset=Beam2End, instance=Part-1-2
5, 6, 18
*Elset, elset=Beam2End, instance=Part-1-2
19, 20
*Nset, nset=Beam1Corner, instance=Part-1-1
4,
*Elset, elset=_SurfBeam1_SPOS, internal, instance=Part-1-1, generate
17, 20, 1
*Surface, type=ELEMENT, name=SurfBeam1
_SurfBeam1_SPOS, SPOS
*Elset, elset=_SurfBeam2_SNEG, internal, instance=Part-1-2, generate
1, 4, 1
*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
0.1,
*End Assembly
**
** MATERIALS
**
*Material, name=Material-1
*Elastic
3.e+07, 0.3
*Restart, write, freq=10
** ----------------------------------------------------------------
**
** STEP: Step-1
**
*Step, name=Step-1, nlgeom
bend beam
*Static
0.025, 1., 1e-05,
*Boundary, op=new
Beam1End, 1, 1
Beam1End, 3, 6
Beam1Corner, 2, 2
Beam2End, 5, 5, .7854
*Output, field, freq=3
*Node Output
U,
*Output, history
*Node Output, nset=Beam1End
RF,
*Node Print, nset=Beam1End
RF,
*Node Print, nset=Beam2End
RF,
*End Step
** ----------------------------------------------------------------
**
** STEP: Step-2
**
*Step, name=Step-2, nlgeom
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
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
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
twist beam
*Static
0.05, 1., 1e-05
*Boundary, op=new
Beam1End, 1, 1
Beam1End, 3, 6
Beam1Corner, 2, 2
Beam2End, 4, 4, 0.75
*End Step
** ----------------------------------------------------------------
**
** STEP: Step-6
**
*Step, name=Step-6, nlgeom
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
** ----------------------------------------------------------------
**
** STEP: Step-7
**
*Step, name=Step-7, nlgeom
pull beam
*Static
0.1, 1., 1e-05
*Boundary, op=new
Beam1End, 1, 1
Beam1End, 3, 6
Beam1Corner, 2, 2
Beam2End, 1, 1, 0.1
*End Step
** ----------------------------------------------------------------
**
** STEP: Step-8
**
*Step, name=Step-8, nlgeom
unload beam
*Static
0.1, 1., 1e-05
*Boundary, op=new
Beam1End, 1, 1
Beam1End, 3, 6
Beam1Corner, 2, 2
Beam2End, 1, 1,
*End Step