*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
          0.,  -3.06151588455594e-17,  -2.22044604925031e-16
          0.,  -3.06151588455594e-17,  -2.22044604925031e-16,           0.,          -1.,  -2.22044604925031e-16,          90.
*Node, NSET=NALL
      1,         -0.5,        0.125,           0.
      2,         -0.5,       -0.125,           0.
      3,         -0.5,        0.125,           2.
      4,         -0.5,       -0.125,           2.
      5,           0.,        0.125,           0.
      6,           0.,       -0.125,           0.
      7,           0.,        0.125,           2.
      8,           0.,       -0.125,           2.
      9,          0.5,        0.125,           0.
     10,          0.5,       -0.125,           0.
     11,          0.5,        0.125,           2.
     12,          0.5,       -0.125,           2.
*Element, type=SC8R
1,  5,  6,  8,  7,  1,  2,  4,  3
2,  9, 10, 12, 11,  5,  6,  8,  7
** Region: (Section-1:Picked)
*Elset, elset=_I1, internal
 1, 2
** Section: Section-1
*Shell Section, elset=_I1, material=Material-1
1.,
*End Instance
**  
*Instance, name=Part-2-1, part=Part-2
          0.,           0.,           0.
          0.,           0.,           0.,           1.,           0.,           0.,          90.
*Node, NSET=NALL
      1,           0.,           0.,           0.
      2,           8.,           0.,           0.
      3,           8.,          0.5,           0.
      4,           0.,          0.5,           0.
      5,           0.,         -0.5,           0.
      6,           8.,         -0.5,           0.
      7,           2.,           0.,           0.
      8,           4.,           0.,           0.
      9,           6.,           0.,           0.
     10,           6.,          0.5,           0.
     11,           4.,          0.5,           0.
     12,           2.,          0.5,           0.
     13,           2.,         -0.5,           0.
     14,           4.,         -0.5,           0.
     15,           6.,         -0.5,           0.
*Element, type=S4R
1,  1,  7, 12,  4
2,  7,  8, 11, 12
3,  8,  9, 10, 11
4,  9,  2,  3, 10
5,  2,  9, 15,  6
6,  9,  8, 14, 15
7,  8,  7, 13, 14
8,  7,  1,  5, 13
** Region: (Section-2:Picked)
*Elset, elset=_I1, internal, generate
 1,  8,  1
** Section: Section-2
*Shell Section, elset=_I1, material=Material-1
0.25, 3
*End Instance
*Nset, nset=_G9, internal, instance=Part-1-1
  3,  4,  7,  8, 11, 12
*Elset, elset=_G9, internal, instance=Part-1-1
 1, 2
*Nset, nset=_G10, internal, instance=Part-2-1
 3, 6
*Nset, nset=_G11, internal, instance=Part-2-1
 2,
*Nset, nset=_G12, internal, instance=Part-2-1
 3, 6
*Nset, nset=_G13, internal, instance=Part-2-1
 2,
*Nset, nset=_G14, internal, instance=Part-2-1
 3, 6
*Nset, nset=_G15, internal, instance=Part-2-1
 2,
*Nset, nset=_G16, internal, instance=Part-2-1
 3, 6
*Nset, nset=_G17, internal, instance=Part-2-1
 2,
*Nset, nset=_G18, internal, instance=Part-1-1
  3,  4,  7,  8, 11, 12
*Elset, elset=_G18, internal, instance=Part-1-1
 1, 2
*Nset, nset=_G19, internal, instance=Part-1-1
  3,  4,  7,  8, 11, 12
*Elset, elset=_G19, internal, instance=Part-1-1
 1, 2
*Nset, nset=_G20, internal, instance=Part-2-1
 2, 3, 6
*Elset, elset=_G20, internal, instance=Part-2-1
 4, 5
*Elset, elset=_Surf-1_S3, internal, instance=Part-1-1
 1, 2
*Surface, type=ELEMENT, name=Surf-1
_Surf-1_S3, S3
*Elset, elset=_Surf-2_E4, internal, instance=Part-2-1
 1,
*Elset, elset=_Surf-2_E2, internal, instance=Part-2-1
 8,
*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, NUMBER INTERVAL=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