*HEADING
QUASI-STATIC TEST OF SHELL TO SOLID COUPLING
** JOB NAME: XSHELL2SOLID_S4R_C3D10M_XPL MODEL NAME: MODEL-1
*PREPRINT, MODEL=YES
**
** 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
15, -0.5, 0., 1.
16, -0.3331328, 0.125, 0.439443
17, -0.3331328, 0., 1.439443
18, -0.3331328, 0.125, 1.439443
19, -0.5, 0., 2.
20, -0.5, 0.125, 1.
21, -0.5, 0., 0.
22, -0.5, -0.125, 1.
23, -0.3331328, 0., 0.439443
24, -0.1668672, -0.125, 0.439443
25, -0.1668672, -0.125, 1.439443
26, 0., 0., 0.8788859
27, -0.08313281, 0., 1.439443
28, -0.25, -0.125, 2.
29, -0.25, 0., 2.
30, 0.08313281, -0.125, 1.439443
31, -0.25, 0.125, 0.
32, -0.08313281, 0.125, 0.439443
33, -0.08313281, 0., 0.439443
34, 0., 0., 0.
35, -0.25, 0., 0.
36, 0.25, -0.125, 2.
37, 0.5, 0., 2.
38, 0.25, 0., 2.
39, 0.3331328, 0., 1.439443
40, 0.3331328, -0.125, 1.439443
41, -0.08313281, 0.125, 1.439443
42, 0., 0., 2.
43, -0.25, 0.125, 2.
44, 0.1668672, 0.125, 0.439443
45, 0.1668672, 0.125, 1.439443
46, 0.5, 0.125, 1.
47, 0.3331328, 0., 0.439443
48, 0.5, 0., 1.
49, 0.5, 0., 0.
50, 0.3331328, -0.125, 0.439443
51, 0.25, 0., 0.
52, 0.08313281, -0.125, 0.439443
53, 0.25, -0.125, 0.
54, 0.5, -0.125, 1.
55, -0.25, -0.125, 0.
56, 0.25, 0.125, 0.
57, 0.25, 0.125, 2.
*ELEMENT, TYPE=C3D10M
1, 3, 14, 1, 4, 17, 16, 15, 19, 18, 20
2, 3, 2, 1, 14, 22, 21, 15, 17, 23, 16
3, 3, 2, 14, 13, 22, 23, 17, 25, 24, 26
4, 3, 10, 14, 4, 28, 27, 17, 19, 29, 18
5, 3, 14, 10, 13, 17, 27, 28, 25, 26, 30
6, 12, 14, 1, 9, 32, 16, 31, 34, 33, 35
7, 10, 7, 6, 13, 38, 37, 36, 30, 39, 40
8, 10, 14, 4, 11, 27, 18, 29, 42, 41, 43
9, 8, 7, 14, 13, 46, 45, 44, 47, 39, 26
10, 8, 5, 7, 13, 49, 48, 46, 47, 50, 39
11, 8, 13, 9, 5, 47, 52, 51, 49, 50, 53
12, 6, 7, 5, 13, 37, 48, 54, 40, 39, 50
13, 1, 9, 14, 2, 35, 33, 16, 21, 55, 23
14, 14, 13, 2, 9, 26, 24, 23, 33, 52, 55
15, 9, 13, 8, 14, 52, 47, 51, 33, 26, 44
16, 9, 14, 8, 12, 33, 44, 51, 34, 32, 56
17, 14, 10, 7, 11, 27, 38, 45, 41, 42, 57
18, 14, 7, 10, 13, 45, 38, 27, 26, 39, 30
** REGION: (SECTION-1:PICKED)
*ELSET, ELSET=_I1, INTERNAL, GENERATE
1, 18, 1
** SECTION: SECTION-1
*SOLID SECTION, ELSET=_I1, MATERIAL=MATERIAL-1,CONTROLS=CONT
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, CONTROLS=CONT
0.25, 3
*END INSTANCE
*NSET, NSET=_G9, INTERNAL, INSTANCE=PART-1-1
3, 4, 6, 7, 10, 11, 19, 28, 29, 36, 37, 38, 42, 43, 57
*NSET, NSET=QA_TEST1, INSTANCE=PART-1-1
4,7,
*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=QA_TEST2, INSTANCE=PART-2-1
4,5,
*NSET, NSET=_G18, INTERNAL, INSTANCE=PART-1-1
3, 4, 6, 7, 10, 11, 19, 28, 29, 36, 37, 38, 42, 43, 57
*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, 19, 28, 29, 36, 37, 38, 42, 43, 57
*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
*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,INFLUENCE DISTANCE=.125
SURF-2, SURF-1
*END ASSEMBLY
*SECTION CONTROLS, NAME=CONT, SECOND ORDER=YES
**
** 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.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
_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, 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
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-5 TYPE: CONCENTRATED FORCE
*CLOAD, AMPLITUDE=AMP2
_G14, 2, -15.
** NAME: LOAD-6 TYPE: CONCENTRATED FORCE
*CLOAD, AMPLITUDE=AMP2
_G15, 2, -30.
** NAME: LOAD-7 TYPE: CONCENTRATED FORCE
*CLOAD, AMPLITUDE=AMP2
_G16, 1, 15.
** NAME: LOAD-8 TYPE: CONCENTRATED FORCE
*CLOAD, AMPLITUDE=AMP2
_G17, 1, 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