*HEADING Pre-tension Section Test [] Procedures Tested: Static, Static Perturbation, Static NLGEOM Elements Tested: T3D2, T3D3, C3D8R, T3D3, C3D10M ** *NODE 1, 0., 0. 2, 0., 1. 4, 0., 2. 5, 1., 0. 6, 1., 0.5 7, 1., 1. 9, 1., 1.5 10, 1., 2. 11, 2., 0. 12, 3., 0. 13, 2., 1. 14, 3., 1. 15, 2., 0., 1. 16, 3., 0., 1. 17, 2., 1., 1. 18, 3., 1., 1. 21, 2., 2. 22, 3., 2. 25, 2., 2., 1. 26, 3., 2., 1. 27, 4., 0. 28, 4.5, 0. 29, 5., 0. 30, 4., 0.5 31, 4.5, 0.5 32, 5., 0.5 33, 4., 1. 34, 4.5, 1. 35, 5., 1. 36, 4., 0., 0.5 37, 4.5, 0., 0.5 38, 5., 0., 0.5 39, 4., 0.5, 0.5 40, 5., 0.5, 0.5 41, 4., 1., 0.5 42, 4.5, 1., 0.5 43, 5., 1., 0.5 44, 4., 0., 1. 45, 4.5, 0., 1. 46, 5., 0., 1. 47, 4., 0.5, 1. 48, 4.5, 0.5, 1. 49, 5., 0.5, 1. 50, 4., 1., 1. 51, 4.5, 1., 1. 52, 5., 1., 1. 56, 4., 1.5 57, 4.5, 1.5 58, 5., 1.5 59, 4., 2. 60, 4.5, 2. 61, 5., 2. 65, 4., 1.5, 0.5 66, 5., 1.5, 0.5 67, 4., 2., 0.5 68, 4.5, 2., 0.5 69, 5., 2., 0.5 73, 4., 1.5, 1. 74, 4.5, 1.5, 1. 75, 5., 1.5, 1. 76, 4., 2., 1. 77, 4.5, 2., 1. 78, 5., 2., 1. ** pre-tension section nodes *NODE,NSET=NREF 1001, 0., 0. 1002, 0., 0. 1003, 0., 0. 1004, 0., 0. ** *ELEMENT, TYPE=T3D2, ELSET=ETLIN 1, 1, 2 2, 2, 4 *ELEMENT, TYPE=T3D3 , ELSET=ETQUAD 3, 5, 6, 7 4, 7, 9, 10 *ELEMENT, TYPE=C3D8R, ELSET=EHEX 5, 11, 12, 14, 13, 15, 16, 18, 17 6, 13, 14, 22, 21, 17, 18, 26, 25 *ELEMENT, TYPE=C3D10M, ELSET=ETET 7, 27, 33, 44, 29, 30, 39, 36, 28, 31, 37 8, 50, 44, 33, 52, 47, 39, 41, 51, 48, 42 9, 35, 29, 52, 33, 32, 40, 43, 34, 31, 42 10, 46, 52, 29, 44, 49, 40, 38, 45, 48, 37 11, 29, 33, 44, 52, 31, 39, 37, 40, 42, 48 12, 59, 76, 33, 61, 67, 65, 56, 60, 68, 57 13, 50, 33, 76, 52, 41, 65, 73, 51, 42, 74 14, 35, 52, 61, 33, 43, 66, 58, 34, 42, 57 15, 78, 61, 52, 76, 69, 66, 75, 77, 68, 74 16, 33, 61, 76, 52, 57, 68, 65, 42, 66, 74 *SOLID SECTION,ELSET=ETLIN,MATERIAL=MAT 0.03, *SOLID SECTION,ELSET=ETQUAD,MATERIAL=MAT 0.03, *SOLID SECTION,ELSET=EHEX,MATERIAL=MAT *SOLID SECTION,ELSET=ETET,MATERIAL=MAT *MATERIAL,NAME=MAT *ELASTIC 1.E5,0.3 ** ** Node sets for BCs ** *NSET, NSET=NFIXED 1, 5 *NSET, NSET=ZSYMM 11, 12, 13, 14, 21, 22, 27, 28, 29, 30, 31, 32, 33, 34, 35, 56, 57, 58, 59, 60, 61, 4, 10 *NSET, NSET=XSYMM 11, 13, 15, 17, 21, 25, 27, 30, 33, 36, 39, 41, 44, 47, 50, 56, 59, 65, 67, 73, 76, 4, 10 *NSET, NSET=YSYMM 11, 12, 15, 16, 27, 28, 29, 36, 37, 38, 44, 45, 46 *NSET, NSET=NPULL 4, 10, 21, 22, 25, 26, 59, 60, 61, 67, 68, 69, 76, 77, 78 ** ** Pre-tension Sections ** *PRE-TENSION SECTION,ELEMENT=1,NODE=1001 *PRE-TENSION SECTION,ELEMENT=3,NODE=1002 *surface,NAME=SHEX 5,S5 *PRE-TENSION SECTION,SURFACE=SHEX,NODE=1003 *surface,NAME=STET 8,S4 9,S4 *PRE-TENSION SECTION,SURFACE=STET,NODE=1004 ** ** Analysis ** *STEP,NLGEOM pre-tension section by tightening *STATIC *BOUNDARY NFIXED,1,3 XSYMM,1,, YSYMM,2,, ZSYMM,3,, NPULL,2,, NREF,1,,0.1 *NODE FILE U,RF *EL FILE S,E *END STEP *STEP,PERTURBATION,NLGEOM perturbation about tightened state *STATIC *BOUNDARY NPULL,2,,0.1 *NODE FILE U,RF *EL FILE S,E *ENDSTEP *STEP,NLGEOM further loading from initial tightened state *STATIC *BOUNDARY NPULL,2,,0.1 *ENDSTEP