*HEADING
STATIC TEST OF SHELL TO SOLID COUPLING
** JOB NAME: XSHELL2SOLID_DYN_S4R_C3D4_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, 0.5, -0.125, 0.
6, 0.5, -0.125, 2.
7, 0.5, 0.125, 2.
8, 0.5, 0.125, 0.
9, 0., -0.125, 0.
10, 0., -0.125, 2.
11, 0., 0.125, 2.
12, 0., 0.125, 0.
13, 0.1662656, -0.125, 0.8788859
14, -0.1662656, 0.125, 0.8788859
*ELEMENT, TYPE=C3D4
1, 3, 14, 1, 4
2, 3, 2, 1, 14
3, 3, 2, 14, 13
4, 3, 10, 14, 4
5, 3, 14, 10, 13
6, 12, 14, 1, 9
7, 10, 7, 6, 13
8, 10, 14, 4, 11
9, 8, 7, 14, 13
10, 8, 5, 7, 13
11, 8, 13, 9, 5
12, 6, 7, 5, 13
13, 1, 9, 14, 2
14, 14, 13, 2, 9
15, 9, 13, 8, 14
16, 9, 14, 8, 12
17, 14, 10, 7, 11
18, 14, 7, 10, 13
** REGION: (SECTION-1:PICKED)
*ELSET, ELSET=_I1, INTERNAL, GENERATE
1, 18, 1
** SECTION: SECTION-1
*SOLID 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, 6, 7, 10, 11
*NSET, NSET=QA_TEST1, INSTANCE=PART-1-1
3, 6,
*ELSET, ELSET=_G9, INTERNAL, INSTANCE=PART-1-1
4, 7, 8, 17
*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, 6, 7, 10, 11
*ELSET, ELSET=_G18, INTERNAL, INSTANCE=PART-1-1
4, 7, 8, 17
*NSET, NSET=_G19, INTERNAL, INSTANCE=PART-1-1
3, 4, 6, 7, 10, 11
*NSET, NSET=QA_TEST2, INSTANCE=PART-2-1
4,5,
*ELSET, ELSET=_G19, INTERNAL, INSTANCE=PART-1-1
4, 7, 8, 17
*NSET, NSET=_G20, INTERNAL, INSTANCE=PART-2-1
2, 3, 6
*ELSET, ELSET=_G20, INTERNAL, INSTANCE=PART-2-1
4, 5
*NSET, NSET=_G21, INTERNAL, INSTANCE=PART-1-1
3, 6, 10
*ELSET, ELSET=_SURF-1_S4, INTERNAL, INSTANCE=PART-1-1, GENERATE
6, 16, 5
*ELSET, ELSET=_SURF-1_S2, INTERNAL, INSTANCE=PART-1-1
13,
*SURFACE, TYPE=ELEMENT, NAME=SURF-1
_SURF-1_S4, S4
_SURF-1_S2, S2
*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
1700.,
*ELASTIC
3E+07, 0.3
*AMPLITUDE, NAME=AMP,DEFINITION=SMOOTH STEP
0.0,0.0,1.0,1.0
*NSET, NSET=QA_TEST
ASSEMBLY.QA_TEST1, ASSEMBLY.QA_TEST2
** ----------------------------------------------------------------
**
** 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
**
*RESTART, WRITE, NUMBER=1
**
** FIELD OUTPUT: F-OUTPUT-2
**
*OUTPUT, FIELD,NUMBER INTERVAL=2
*NODE OUTPUT, NSET=QA_TEST
U,
***ELEMENT OUTPUT
**S,
**
** HISTORY OUTPUT: H-OUTPUT-2
**
*OUTPUT, HISTORY, VARIABLE=PRESELECT
*END STEP
** ----------------------------------------------------------------
**
** STEP: STEP-2
**
*STEP, NAME=STEP-2, NLGEOM=YES
DYNAMIC ANALYSIS
*DYNAMIC, EXPLICIT
,1.0
**
** LOADS
**
** NAME: LOAD-5 TYPE: CONCENTRATED FORCE
*CLOAD, OP=NEW
**
*END STEP