*HEADING NFV4268C: NAFEMS TEST FV42, [CAX6M] H.O.E. MESH Stress displacement elements; UNIFORM RADIAL VIBRATION; *RESTART,WRITE *NODE,SYSTEM=C,NSET=ALLN 1, 1.8, -5. 2, 2.01, -5. 3, 2.22, -5. 4, 2.43, -5. 5, 2.64, -5. 6, 2.85, -5. 7, 3.06, -5. 8, 3.27, -5. 9, 3.48, -5. 10, 3.69, -5. 11, 3.9, -5. 12, 4.11, -5. 13, 4.32, -5. 14, 4.53, -5. 15, 4.74, -5. 16, 4.95, -5. 17, 5.16, -5. 18, 5.37, -5. 19, 5.58, -5. 20, 5.79, -5. 21, 6., -5. 22, 1.8, 0. 23, 2.01, 0. 24, 2.22, 0. 25, 2.43, 0. 26, 2.64, 0. 27, 2.85, 0. 28, 3.06, 0. 29, 3.27, 0. 30, 3.48, 0. 31, 3.69, 0. 32, 3.9, 0. 33, 4.11, 0. 34, 4.32, 0. 35, 4.53, 0. 36, 4.74, 0. 37, 4.95, 0. 38, 5.16, 0. 39, 5.37, 0. 40, 5.58, 0. 41, 5.79, 0. 42, 6., 0. 43, 1.8, 5. 44, 2.01, 5. 45, 2.22, 5. 46, 2.43, 5. 47, 2.64, 5. 48, 2.85, 5. 49, 3.06, 5. 50, 3.27, 5. 51, 3.48, 5. 52, 3.69, 5. 53, 3.9, 5. 54, 4.11, 5. 55, 4.32, 5. 56, 4.53, 5. 57, 4.74, 5. 58, 4.95, 5. 59, 5.16, 5. 60, 5.37, 5. 61, 5.58, 5. 62, 5.79, 5. 63, 6., 5. *ELEMENT, TYPE=CAX6M, ELSET=ALLE 1, 45, 43, 1, 44, 22, 23 2, 1, 3, 45, 2, 24, 23 3, 3, 5, 45, 4, 25, 24 4, 47, 45, 5, 46, 25, 26 5, 49, 47, 5, 48, 26, 27 6, 5, 7, 49, 6, 28, 27 7, 7, 9, 49, 8, 29, 28 8, 51, 49, 9, 50, 29, 30 9, 53, 51, 9, 52, 30, 31 10, 9, 11, 53, 10, 32, 31 11, 11, 13, 53, 12, 33, 32 12, 55, 53, 13, 54, 33, 34 13, 57, 55, 13, 56, 34, 35 14, 13, 15, 57, 14, 36, 35 15, 15, 17, 57, 16, 37, 36 16, 59, 57, 17, 58, 37, 38 17, 61, 59, 17, 60, 38, 39 18, 17, 19, 61, 18, 40, 39 19, 19, 21, 61, 20, 41, 40 20, 63, 61, 21, 62, 41, 42 *NSET, NSET=TOP 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63 *NSET, NSET=BOT 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21 *NSET, NSET=MID 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42 *TRANSFORM, TYPE=C, NSET=ALLN 0.,0.,0.,0.,0.,1. *SOLID SECTION,ELSET=ALLE,MATERIAL=MAT *MATERIAL,NAME=MAT *ELASTIC 200.E9,0.3 *DENSITY 8000., *BOUNDARY ALLN,2 *EQUATION 2, TOP,1,1.0, BOT,1,-1.0 2, MID,1,1.0, BOT,1,-1.0 *STEP,PERT *FREQUENCY, eigensolver=lanczos 5, , *NODE PRINT,F=999 U1, *EL PRINT,F=0 *OUTPUT,FIELD,VAR=PRESELECT *ENDSTEP