*HEADING EC34SFE2: EIGENVALUE ANALYSIS OF AN UNCONSTRAINED PATCH OF ELEMENTS [C3D4] *PREPRINT,ECHO=YES,HISTORY=NO,MODEL=NO *NODE,NSET=OUT 10, 0.,0.,1. 30, 1.,0.,1. 70, 0.,0.,0. 90, 1.,0.,0. 210, 0.,1.,1. 230, 1.,1.,1. 270, 0.,1.,0. 290, 1.,1.,0. *NODE,NSET=IN 1010, .32,.286,.643 1030, .677,.305,.683 1070, .249,.342,.192 1090, .826,.288,.288 1210, .165,.745,.702 1230, .788,.693,.644 1270, .273,.750,.230 1290, .850,.649,.263 *ELEMENT,TYPE=C3D4,ELSET=E1 1,1070,1090,1290,1030 2,1030,1290,1210,1230 3,1070,1290,1270,1210 4,1070,1030,1210,1010 5,1070,1030,1290,1210 6,1070,1270,1290, 270 7, 270,1290, 90, 290 8,1070,1290,1090, 90 9,1070, 270, 90, 70 10,1070, 270,1290, 90 11,1030,1230,1210, 230 12, 230,1210, 10, 210 13,1030,1210,1010, 10 14,1030, 230, 10, 30 15,1030, 230,1210, 10 16,1070,1090,1030, 90 17, 90,1030, 10, 30 18,1070,1030,1010, 10 19,1070, 90, 10, 70 20,1070, 90,1030, 10 21,1030,1090,1290, 90 22, 90,1290, 230, 290 23,1030,1290,1230, 230 24,1030, 90, 230, 30 25,1030, 90,1290, 230 26,1210,1230,1290, 230 27, 230,1290, 270, 290 28,1210,1290,1270, 270 29,1210, 230, 270, 210 30,1210, 230,1290, 270 31,1210,1270,1070, 270 32, 270,1070, 10, 70 33,1210,1070,1010, 10 34,1210, 270, 10, 210 35,1210, 270,1070, 10 *SOLID SECTION,MATERIAL=A1, ELSET=E1 *MATERIAL,NAME=A1 *ELASTIC,TYPE=ISOTROPIC 1.E6,.25 *DENSITY 7.5E-4, *STEP *FREQUENCY, eigensolver=lanczos, SIM=NO 9, , ,-1.E6 *OUTPUT,FIELD *MODAL OUTPUT *CONTROLS,PARAMETERS=FIELD 1.E-14, 1., 10000. , , 1.E-12 *MODAL FILE *END STEP *STEP,NLGEOM *STATIC *DLOAD 7, P4, -10000. 9, P3, -10000. 12, P4, -10000. 14, P3, -10000. 17, P4, -10000. 19, P3, -10000. 22, P4, -10000. 24, P3, -10000. 27, P4, -10000. 29, P3, -10000. 32, P4, -10000. 34, P3, -10000. *BOUNDARY 10,1,2 70,1,3 90,2,3 270,1 270,3 *EL PRINT,FREQ=0 *NODE PRINT U,RF *ENERGY PRINT,ELSET=E1,FREQ=999 *ENERGY FILE,ELSET=E1,FREQ=999 *END STEP *STEP,NLGEOM *FREQUENCY, eigensolver=lanczos, SIM=NO 9, , , -1.E+2 *OUTPUT,FIELD *MODAL OUTPUT *EL PRINT,FREQ=0 *NODE PRINT,FREQ=0 *BOUNDARY,OP=NEW *MODAL FILE *END STEP