*HEADING : 2D LARGE SLIDING RIGID SURFACE CONTACT, FACETED RIGID SURFACE MADE OF DEFORMABLE TO RIGID ELEMENTS (T2D2) *RESTART,WRITE ******************** *NODE 1,-3.,-2. 101,-3.,-1.95 21,3.,-2. 121,3.,-1.95 *NGEN,NSET=ALL 1,21 101,121 *NSET,NSET=CENTER 11, *NSET,NSET=LEFT 1,101 *NSET,NSET=RIGHT 21,121 *ELEMENT,TYPE=CPS4R 1, 1,2,102,101 *ELGEN,ELSET=BEAM 1,20 *SOLID SECTION,ELSET=BEAM,MATERIAL=MAT1 .25, *MATERIAL,NAME=MAT1 *ELASTIC 30.E6,.3 ******************** *NODE 1000, 1.23916, 0.681493 1001, 1.02054, 0.979007 1002, 0.732381, 1.20978 1003, 0.394308, 1.35812 1004, 0.0293628, 1.4139 1005, -0.337583, 1.37332 1006, -0.681523, 1.23915 1007, -0.979018, 1.02053 1008, -1.20979, 0.732368 1009, -1.35812, 0.394293 1010, -1.4139, 0.0293479 1011, -1.37331, -0.337598 1012, -1.23914, -0.681536 1013, -1.02052, -0.979029 1014, -0.732355, -1.2098 1015, -0.394278, -1.35813 1016, -0.0293325, -1.4139 1017, 0.337612, -1.37331 1018, 0.681549, -1.23913 1019, 0.979039, -1.02051 1020, 1.20981, -0.732343 1021, 1.35813, -0.394265 1022, 1.4139, -0.0293171 1023, 1.37331, 0.337627 2000,0,0 ** ** *ELEMENT, TYPE=T2D2 , ELSET=RBODY 1000, 1000, 1001 1001, 1001, 1002 1002, 1002, 1003 1003, 1003, 1004 1004, 1004, 1005 1005, 1005, 1006 1006, 1006, 1007 1007, 1007, 1008 1008, 1008, 1009 1009, 1009, 1010 1010, 1010, 1011 1011, 1011, 1012 1012, 1012, 1013 1013, 1013, 1014 1014, 1014, 1015 1015, 1015, 1016 1016, 1016, 1017 1017, 1017, 1018 1018, 1018, 1019 1019, 1019, 1020 1020, 1020, 1021 1021, 1021, 1022 1022, 1022, 1023 1023, 1023, 1000 *SOLID SECTION, ELSET=RBODY, MATERIAL=MAT1 *RIGID BODY,ELSET=RBODY,REFNODE=2000 ******************** *surface,NAME=DSURF BEAM,S3 *surface,NAME=RSURF RBODY,SNEG *CONTACT PAIR,INTERACTION=INT1 DSURF,RSURF *SURFACE INTERACTION,NAME=INT1 ******************** *BOUNDARY 2000,1,6 LEFT,1 RIGHT,1 CENTER,1 ******************** *STEP,NLGEOM,INC=1000 *STATIC .05,1. *PRINT,CONTACT=YES *BOUNDARY LEFT,2,,0.56 RIGHT,2,,0.56 *EL PRINT S,E *NODE PRINT U, *NODE FILE,F=9999 U, *CONTACT PRINT,MASTER=RSURF,SLAVE=DSURF *CONTACT FILE,MASTER=RSURF,SLAVE=DSURF,FREQ=9999 *OUTPUT,FIELD,FREQ=999 *CONTACT OUTPUT CSTRESS, *NODE OUTPUT U, *ELEMENT OUTPUT S, *END STEP *STEP,NLGEOM,INC=1000 *STATIC .005,1. *BOUNDARY,OP=NEW 2000,1,6 CENTER,1 *DLOAD BEAM,P1,1000. *END STEP