*HEADING BASIC VERIFICATION - MPC TYPES SS LINEAR AND SLIDER with *TRANSFORM ELEMENTS: S4R AND C3D8, TEST TYPE:5 ,TEST NUMBER:13 -- MPCSSLINEAR *NODE 1, 0.,-.125,1. 3, 2.,-.125,1. 7, 0.,-.125,0. 9, 2.,-.125,0. 21, 0.,.125,1. 23, 2.,.125,1. 27, 0.,.125,0. 29, 2.,.125,0. *NODE 101, 2.,0.,1. 105,10.,0.,1. 121, 2.,0.,0. 125,10.,0.,0. *NGEN 1,3 7,9 21,23 27,29 1,7,3 3,9,3 21,27,3 23,29,3 1,21,10 3,23,10 7,27,10 9,29,10 11,17,3 13,19,3 *NGEN 101,105 121,125 101,121,10 105,125,10 111,115 *NSET, NSET=INDP_N1 13, *NSET, NSET=SHELL_N 101, *NSET, NSET=INDP_N2 23, *TRANSFORM, NSET=INDP_N2 ** 45 ABOUT Z AXIS, THEN 45 ABOUT (TRANSF) X AXIS 0.7071,0.7071,0.,-0.5,0.6,0.7071 *TRANSFORM, NSET=INDP_N1 ** 30 ABOUT Y AXIS, THEN 45 ABOUT (TRANSF.) X AXIS 0.8660254,0.0,-0.5,0.35355339,0.7971,0.61237243 *TRANSFORM, NSET=SHELL_N ** 30 ABOUT Y AXIS, THEN 60 ABOUT (TRANSF.) Z AXIS 0.4330127,0.866025,-0.25,-0.75,0.5,0.4330127 *ELEMENT,TYPE=C3D8,ELSET=SOLID 1, 1,3,6,4,11,13,16,14 *ELGEN,ELSET=SOLID 1,2,3,1 1,2,10,2 3,2,3,1 *SOLID SECTION,ELSET=SOLID,MATERIAL=MAT *ELEMENT,TYPE=S4R,ELSET=SHELL 11, 101,102,112,111 12, 111,112,122,121 *ELGEN,ELSET=SHELL 11,4,1,2 12,4,1,2 *SHELL SECTION,ELSET=SHELL,MATERIAL=MAT .25,3 *MATERIAL,NAME=MAT *ELASTIC 30.E6,.3 *MPC SS LINEAR, 101,3,13,23 SS LINEAR, 111,6,16,26 SS LINEAR, 121,9,19,29 SLIDER, 13,3,23 SLIDER, 16,6,26 SLIDER, 19,9,29 *NSET,NSET=SYM,GEN 7,9 17,17 27,29 122,125 *NSET,NSET=CLAMPED,GEN 1,7,3 11,17,3 21,27,3 *NSET,NSET=EDGE 105,115,125 *BOUNDARY CLAMPED,1,3 SYM,ZSYMM **************************************** *STEP,PERTURBATION Perturbation *STATIC *CLOAD 105,2,-15. 115,2,-30. 125,2,-15. *NODE PRINT,FREQ=999, GLO=YES U, *NODE FILE,FREQ=999 U, *EL PRINT,FREQ=0 *END STEP *STEP,NLGEOM Geometric nonlinear *STATIC *CLOAD 105,2,-15. 115,2,-30. 125,2,-15. *NODE PRINT,FREQ=999, GLO=YES U, *NODE FILE,FREQ=999 U, *EL PRINT,FREQ=0 *END STEP *STEP,NLGEOM Unload *STATIC *CLOAD 105,2,0. 115,2,0. 125,2,0. *NODE PRINT,FREQ=999, GLO=YES U, RF, *NODE FILE,FREQ=1000 U, *EL PRINT,FREQ=0 *END STEP *STEP,NLGEOM,INC=40 Rigid rotation *STATIC .04,1. *BOUNDARY, OP=NEW EDGE,1,3 EDGE,6,6,-1.570796327 *NODE PRINT,FREQ=999, GLO=YES U, RF, *NODE FILE,FREQ=999 U,RF *EL PRINT,FREQ=0 *END STEP