*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