*Heading
 static test of shell to solid coupling
** Job name: xshell2solid_s4r_sc8r_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, NSET=NALL
*Element, type=SC8R
** Region: (Section-1:Picked)
*Elset, elset=_I1, internal
** Section: Section-1
*Shell Section, elset=_I1, material=Material-1
1.,
*End Instance
**
*Instance, name=Part-2-1, part=Part-2
*Node, NSET=NALL
*Element, type=S4R
** 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_E4, internal, instance=Part-2-1
*Elset, elset=_Surf-2_E2, internal, instance=Part-2-1
*Surface, type=ELEMENT, name=Surf-2
_Surf-2_E4, E4
_Surf-2_E2, E2
** Constraint: Constraint-1
*Shell to solid coupling, constraint name=Constraint-1
Surf-2, Surf-1
*End Assembly
**
** MATERIALS
**
*Material, name=Material-1
*DENSITY
.5,
*Elastic
 3e+07, 0.3
*AMPLITUDE, NAME=AMP1,DEFINITION=SMOOTH STEP
0.0,0.0,1.,1.0
*AMPLITUDE, NAME=AMP2,DEFINITION=SMOOTH STEP
0.0,1.0,1.,0.0
*NSET, NSET=QA_TEST
ASSEMBLY.PART-1-1.3
ASSEMBLY.PART-1-1.7
ASSEMBLY.PART-1-1.11
ASSEMBLY.PART-2-1.1
ASSEMBLY.PART-2-1.4
ASSEMBLY.PART-2-1.5
**
** STEP: STEP-1
**
*STEP, NAME=STEP-1, NLGEOM=YES
BEND - NONLINEAR
*DYNAMIC, EXPLICIT
, 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, AMPLITUDE=AMP1
_G14, 2, -15.
** NAME: LOAD-6   TYPE: CONCENTRATED FORCE
*CLOAD, AMPLITUDE=AMP1
_G15, 2, -30.
**
** OUTPUT REQUESTS
**
*RESTART, WRITE, NUMBER=1
**
** FIELD OUTPUT: F-OUTPUT-2
**
*OUTPUT, FIELD, VARIABLE=PRESELECT
*OUTPUT, FIELD, N=1
*NODE OUTPUT, NSET=QA_TEST
U,
**
** HISTORY OUTPUT: H-OUTPUT-2
**
*OUTPUT, HISTORY, VARIABLE=PRESELECT
*END STEP
** ----------------------------------------------------------------
**
** STEP: STEP-2
**
*STEP, NAME=STEP-2, NLGEOM=YES
PULL - NONLINEAR
*DYNAMIC, EXPLICIT
,1.,
**
** LOADS
**
** NAME: LOAD-7   TYPE: CONCENTRATED FORCE
*CLOAD, AMPLITUDE=AMP1
_G16, 1, 15.
** NAME: LOAD-8   TYPE: CONCENTRATED FORCE
*CLOAD, AMPLITUDE=AMP1
_G17, 1, 30.
*END STEP
** ----------------------------------------------------------------
**
** STEP: STEP-3
**
*STEP, NAME=STEP-3, NLGEOM=YES
UNLOAD
*DYNAMIC, EXPLICIT
, 1.,
**
** LOADS
**
** NAME: LOAD-7   TYPE: CONCENTRATED FORCE
*CLOAD, AMPLITUDE=AMP2
_G16, 1, 15.
** NAME: LOAD-8   TYPE: CONCENTRATED FORCE
*CLOAD, AMPLITUDE=AMP2
_G17, 1, 30.
** NAME: LOAD-5   TYPE: CONCENTRATED FORCE
*CLOAD, AMPLITUDE=AMP2
_G14, 2, -15.
** NAME: LOAD-6   TYPE: CONCENTRATED FORCE
*CLOAD, AMPLITUDE=AMP2
_G15, 2, -30.
*END STEP
** ----------------------------------------------------------------
**
** STEP: STEP-4
**
*STEP, NAME=STEP-4, NLGEOM=YES
RIGID ROTATION
*DYNAMIC,EXPLICIT
, 1.,
**
** BOUNDARY CONDITIONS
**
** NAME: BC-3 TYPE: DISPLACEMENT/ROTATION
*BOUNDARY, OP=NEW
** NAME: BC-4 TYPE: DISPLACEMENT/ROTATION
*BOUNDARY, OP=NEW, AMPLITUDE=AMP1
_G20, 1, 1
_G20, 2, 2
_G20, 3, 3
_G20, 6, 6, -1.5708
*END STEP