*Heading
 static test of shell to solid coupling
** Job name: xshell2solid_s3r_c3d20r_std Model name: Model-1
**
** 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
*Element, type=C3D20R
** Region: (Section-1:Picked)
*Elset, elset=_I1, internal
** Section: Section-1
*Solid Section, elset=_I1, material=Material-1
1.,
*End Instance
**
*Instance, name=Part-2-1, part=Part-2
*Node
*Element, type=S4R
*Element, type=S3R
** Region: (Section-2:Picked)
*Elset, elset=_I1, internal, generate
** Section: Section-2
*Shell Section, elset=_I1, material=Material-1
0.25, 3
*End Instance
*Nset, nset=_G9, internal, instance=Part-1-1
*Elset, elset=_G9, internal, instance=Part-1-1
*Nset, nset=_G10, internal, instance=Part-2-1
*Nset, nset=_G11, internal, instance=Part-2-1
*Nset, nset=_G12, internal, instance=Part-2-1
*Nset, nset=_G13, internal, instance=Part-2-1
*Nset, nset=_G14, internal, instance=Part-2-1
*Nset, nset=_G15, internal, instance=Part-2-1
*Nset, nset=_G16, internal, instance=Part-2-1
*Nset, nset=_G17, internal, instance=Part-2-1
*Nset, nset=_G18, internal, instance=Part-1-1
*Elset, elset=_G18, internal, instance=Part-1-1
*Nset, nset=_G19, internal, instance=Part-1-1
*Elset, elset=_G19, internal, instance=Part-1-1
*Nset, nset=_G20, internal, instance=Part-2-1
*Elset, elset=_G20, internal, instance=Part-2-1
*Elset, elset=_Surf-1_S3, internal, instance=Part-1-1
*Surface, type=ELEMENT, name=Surf-1
_Surf-1_S3, S3
*Elset, elset=_Surf-2_E3, internal, instance=Part-2-1
*Surface, type=ELEMENT, name=Surf-2
_Surf-2_E3, E3
** Constraint: Constraint-1
*Shell to solid coupling, constraint name=Constraint-1
Surf-2, Surf-1
*End Assembly
**
** MATERIALS
**
*Material, name=Material-1
*Density
1700.,
*Elastic
 3e+07, 0.3
** ----------------------------------------------------------------
**
** STEP: Step-1
**
*Step, name=Step-1, perturbation
bend - perturbation
*Static
**
** BOUNDARY CONDITIONS
**
** Name: BC-1 Type: Displacement/Rotation
*Boundary
_G9, 1, 1
_G9, 2, 2
_G9, 3, 3
**
** LOADS
**
** Name: Load-1   Type: Concentrated force
*Cload
_G10, 2, -15.
** Name: Load-2   Type: Concentrated force
*Cload
_G11, 2, -30.
**
** OUTPUT REQUESTS
**
*Restart, write, frequency=0
**
** FIELD OUTPUT: F-Output-1
**
*Output, field
*Node Output
U,
*Element Output
S,
**
** HISTORY OUTPUT: H-Output-1
**
*Output, history, variable=PRESELECT
*El Print, freq=999999
*Node Print, freq=999999
*End Step
** ----------------------------------------------------------------
**
** STEP: Step-2
**
*Step, name=Step-2, perturbation
pull - perturbation
*Static
**
** BOUNDARY CONDITIONS
**
** Name: BC-2 Type: Displacement/Rotation
*Boundary
_G18, 1, 1
_G18, 2, 2
_G18, 3, 3
**
** LOADS
**
** Name: Load-3   Type: Concentrated force
*Cload
_G12, 1, 15.
** Name: Load-4   Type: Concentrated force
*Cload
_G13, 1, 30.
**
** OUTPUT REQUESTS
**
*Restart, write, frequency=0
**
** FIELD OUTPUT: F-Output-1
**
*Output, field
*Node Output
U,
*Element Output
S,
**
** HISTORY OUTPUT: H-Output-1
**
*Output, history, variable=PRESELECT
*End Step
** ----------------------------------------------------------------
**
** STEP: Step-3
**
*Step, name=Step-3, nlgeom
bend - nonlinear
*Static
0.25, 1., 1e-05, 1.
**
** BOUNDARY CONDITIONS
**
** Name: BC-3 Type: Displacement/Rotation
*Boundary
_G19, 1, 1
_G19, 2, 2
_G19, 3, 3
**
** LOADS
**
** Name: Load-5   Type: Concentrated force
*Cload
_G14, 2, -15.
** Name: Load-6   Type: Concentrated force
*Cload
_G15, 2, -30.
**
** OUTPUT REQUESTS
**
*Restart, write, frequency=0
**
** FIELD OUTPUT: F-Output-2
**
*Output, field
*Node Output
U,
*Element Output
S,
**
** HISTORY OUTPUT: H-Output-2
**
*Output, history, variable=PRESELECT
*End Step
** ----------------------------------------------------------------
**
** STEP: Step-4
**
*Step, name=Step-4, nlgeom
pull - nonlinear
*Static
0.25, 1., 1e-05, 1.
**
** LOADS
**
** Name: Load-5   Type: Concentrated force
*Cload, op=NEW
** Name: Load-6   Type: Concentrated force
*Cload, op=NEW
** Name: Load-7   Type: Concentrated force
*Cload, op=NEW
_G16, 1, 15.
** Name: Load-8   Type: Concentrated force
*Cload, op=NEW
_G17, 1, 30.
**
** OUTPUT REQUESTS
**
*Restart, write, frequency=0
**
** FIELD OUTPUT: F-Output-2
**
*Output, field
*Node Output
U,
*Element Output
S,
**
** HISTORY OUTPUT: H-Output-2
**
*Output, history, variable=PRESELECT
*End Step
** ----------------------------------------------------------------
**
** STEP: Step-5
**
*Step, name=Step-5, nlgeom
unload
*Static
1., 1., 1e-05, 1.
**
** LOADS
**
** Name: Load-7   Type: Concentrated force
*Cload, op=NEW
** Name: Load-8   Type: Concentrated force
*Cload, op=NEW
**
** OUTPUT REQUESTS
**
*Restart, write, frequency=0
**
** FIELD OUTPUT: F-Output-2
**
*Output, field
*Node Output
U,
*Element Output
S,
**
** HISTORY OUTPUT: H-Output-2
**
*Output, history, variable=PRESELECT
*End Step
** ----------------------------------------------------------------
**
** STEP: Step-6
**
*Step, name=Step-6, nlgeom
rigid rotation
*Static
0.04, 1., 1e-05, 1.
**
** BOUNDARY CONDITIONS
**
** Name: BC-3 Type: Displacement/Rotation
*Boundary, op=NEW
** Name: BC-4 Type: Displacement/Rotation
*Boundary, op=NEW
_G20, 1, 1
_G20, 2, 2
_G20, 3, 3
_G20, 6, 6, -1.5708
**
** OUTPUT REQUESTS
**
*Restart, write, frequency=1
**
** FIELD OUTPUT: F-Output-2
**
*Output, field
*Node Output
U,
*Element Output
S,
**
** HISTORY OUTPUT: H-Output-2
**
*Output, history, variable=PRESELECT
*End Step