*HEADING
 DYNAMIC TEST OF SHELL TO SOLID COUPLING
** JOB NAME: XSHELL2SOLID_DYN_S4R_C3D8_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=C3D8R
** 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,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
*NSET, NSET=_G21, INTERNAL, INSTANCE=PART-1-1
*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,INFLUENCE DISTANCE=.125
SURF-2, SURF-1
*END ASSEMBLY
**
** MATERIALS
**
*MATERIAL, NAME=MATERIAL-1
*DENSITY
1700.,
*ELASTIC
 3E+07, 0.3
***CONSTRAINT CONTROLS, NO CHECK
*AMPLITUDE, NAME=AMP,DEFINITION=SMOOTH STEP
0.0,0.0,1.0,1.0
*NSET, NSET=QA_TEST_ALLNODES
ASSEMBLY.PART-1-1.NALL, ASSEMBLY.PART-2-1.NALL
** STEP: STEP-1
**
*STEP, NAME=STEP-1, NLGEOM=YES
BEND - NONLINEAR
*DYNAMIC,EXPLICIT
, 1.,
**
** BOUNDARY CONDITIONS
**
** NAME: BC-3 TYPE: DISPLACEMENT/ROTATION
*BOUNDARY
_G14, 1, 6
_G15, 1, 6
**
** LOADS
**
** NAME: LOAD-5   TYPE: CONCENTRATED FORCE
*CLOAD,AMPLITUDE=AMP
 _G21, 2, -60.E+2
**
** OUTPUT REQUESTS
**
** FIELD OUTPUT: F-OUTPUT-2
**
*OUTPUT, FIELD, N=4
*NODE OUTPUT, NSET=QA_TEST_ALLNODES
U,
***ELEMENT OUTPUT
***S,
**
** HISTORY OUTPUT: H-OUTPUT-2
**
*OUTPUT, HISTORY, VARIABLE=PRESELECT
*END STEP
** ----------------------------------------------------------------
**
** STEP: STEP-2
**
*STEP, NAME=STEP-3, NLGEOM=YES
 DYNAMIC ANALYSIS
*DYNAMIC, EXPLICIT
,1.0,
**
** LOADS
**
** NAME: LOAD-5   TYPE: CONCENTRATED FORCE
*CLOAD, OP=NEW
*END STEP