*HEADING :NAFEMS FORCED VIBRATION; TEST 5H; [C3D20] *NODE 1, 0., 0. 2, 1., 0. 3, 2., 0. 4, 3., 0. 5, 4., 0. 6, 5., 0. 7, 6., 0. 8, 7., 0. 9, 8., 0. 10, 9., 0. 11, 10., 0. 12, 0., 0.5 13, 2., 0.5 14, 4., 0.5 15, 6., 0.5 16, 8., 0.5 17, 10., 0.5 18, 0., 1. 19, 1., 1. 20, 2., 1. 21, 3., 1. 22, 4., 1. 23, 5., 1. 24, 6., 1. 25, 7., 1. 26, 8., 1. 27, 9., 1. 28, 10., 1. 29, 0., 1.5 30, 2., 1.5 31, 4., 1.5 32, 6., 1.5 33, 8., 1.5 34, 10., 1.5 35, 0., 2. 36, 1., 2. 37, 2., 2. 38, 3., 2. 39, 4., 2. 40, 5., 2. 41, 6., 2. 42, 7., 2. 43, 8., 2. 44, 9., 2. 45, 10., 2. 46, 0., 0., 1. 47, 2., 0., 1. 48, 4., 0., 1. 49, 6., 0., 1. 50, 8., 0., 1. 51, 10., 0., 1. 52, 0., 1., 1. 53, 2., 1., 1. 54, 4., 1., 1. 55, 6., 1., 1. 56, 8., 1., 1. 57, 10., 1., 1. 58, 0., 2., 1. 59, 2., 2., 1. 60, 4., 2., 1. 61, 6., 2., 1. 62, 8., 2., 1. 63, 10., 2., 1. 64, 0., 0., 2. 65, 1., 0., 2. 66, 2., 0., 2. 67, 3., 0., 2. 68, 4., 0., 2. 69, 5., 0., 2. 70, 6., 0., 2. 71, 7., 0., 2. 72, 8., 0., 2. 73, 9., 0., 2. 74, 10., 0., 2. 75, 0., 0.5, 2. 76, 2., 0.5, 2. 77, 4., 0.5, 2. 78, 6., 0.5, 2. 79, 8., 0.5, 2. 80, 10., 0.5, 2. 81, 0., 1., 2. 82, 1., 1., 2. 83, 2., 1., 2. 84, 3., 1., 2. 85, 4., 1., 2. 86, 5., 1., 2. 87, 6., 1., 2. 88, 7., 1., 2. 89, 8., 1., 2. 90, 9., 1., 2. 91, 10., 1., 2. 92, 0., 1.5, 2. 93, 2., 1.5, 2. 94, 4., 1.5, 2. 95, 6., 1.5, 2. 96, 8., 1.5, 2. 97, 10., 1.5, 2. 98, 0., 2., 2. 99, 1., 2., 2. 100, 2., 2., 2. 101, 3., 2., 2. 102, 4., 2., 2. 103, 5., 2., 2. 104, 6., 2., 2. 105, 7., 2., 2. 106, 8., 2., 2. 107, 9., 2., 2. 108, 10., 2., 2. ** ** *ELEMENT, TYPE=C3D20, ELSET=EALL 1, 1, 3, 20, 18, 64, 66, 83, 81, 2, 13, 19, 12, 65, 76, 82, 75, 46, 47, 53, 52 2, 3, 5, 22, 20, 66, 68, 85, 83, 4, 14, 21, 13, 67, 77, 84, 76, 47, 48, 54, 53 3, 5, 7, 24, 22, 68, 70, 87, 85, 6, 15, 23, 14, 69, 78, 86, 77, 48, 49, 55, 54 4, 7, 9, 26, 24, 70, 72, 89, 87, 8, 16, 25, 15, 71, 79, 88, 78, 49, 50, 56, 55 5, 9, 11, 28, 26, 72, 74, 91, 89, 10, 17, 27, 16, 73, 80, 90, 79, 50, 51, 57, 56 6, 18, 20, 37, 35, 81, 83, 100, 98, 19, 30, 36, 29, 82, 93, 99, 92, 52, 53, 59, 58 7, 20, 22, 39, 37, 83, 85, 102, 100, 21, 31, 38, 30, 84, 94, 101, 93, 53, 54, 60, 59 8, 22, 24, 41, 39, 85, 87, 104, 102, 23, 32, 40, 31, 86, 95, 103, 94, 54, 55, 61, 60 9, 24, 26, 43, 41, 87, 89, 106, 104, 25, 33, 42, 32, 88, 96, 105, 95, 55, 56, 62, 61 10, 26, 28, 45, 43, 89, 91, 108, 106, 27, 34, 44, 33, 90, 97, 107, 96, 56, 57, 63, 62 *NSET, NSET=X0 1,12,18,29,35,46,52,58,64,75,81,92,98 *NSET, NSET=X10 11,17,28,34,45,51,57,63,74,80,91,97,108 ** *NSET, NSET=X0MID 18,52,81 *NSET, NSET=X10MID 28,57,91 *NSET, NSET=NMID 40, *ELSET, ELSET=EMID 8,9,10 ** *ELSET, ELSET=TOP,GEN 6,10 *SOLID SECTION, ELSET=EALL, MATERIAL=MAT *MATERIAL, NAME=MAT *DENSITY 8000., *ELASTIC 200.E9,0.3 *DAMPING,ALPHA=5.36,BETA=7.46E-5 ** **** HARMONIC LOAD ** ------------- ** *STEP,PERT *STEADY STATE DYNAMICS,DIRECT,FREQUENCY SCALE = LINEAR 40.,45.,50,1 *LOAD CASE,NAME=CASE-1 *BOUNDARY,OP=NEW X0,3,3 X10,3,3 X0MID,1,2 X10MID,2,2 *DLOAD,OP=NEW TOP,P5,-.5E6 *END LOAD CASE *LOAD CASE,NAME=CASE-2 *BOUNDARY,OP=NEW X0,3,3 X10,3,3 X0MID,2,2 X10MID,1,2 *DLOAD,OP=NEW TOP,P5,0.5E6 *END LOAD CASE *NODE PRINT,NSET=NMID,FRE=27 U2, *EL PRINT,FRE=27,POSITION=AVERAGED AT NODES,ELSET=EMID S, *OUTPUT,FIELD *NODE OUTPUT,NSET=NMID U, *ELEMENT OUTPUT,POSITION=AVERAGED AT NODES,ELSET=EMID S, *ENDSTEP