*HEADING :NAFEMS FORCED VIBRATION; TEST 5H; [C3D8IH] *rest, w,freq=999 *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., 1. 13, 1., 1. 14, 2., 1. 15, 3., 1. 16, 4., 1. 17, 5., 1. 18, 6., 1. 19, 7., 1. 20, 8., 1. 21, 9., 1. 22, 10., 1. 23, 0., 2. 24, 1., 2. 25, 2., 2. 26, 3., 2. 27, 4., 2. 28, 5., 2. 29, 6., 2. 30, 7., 2. 31, 8., 2. 32, 9., 2. 33, 10., 2. 34, 0., 0., 2. 35, 1., 0., 2. 36, 2., 0., 2. 37, 3., 0., 2. 38, 4., 0., 2. 39, 5., 0., 2. 40, 6., 0., 2. 41, 7., 0., 2. 42, 8., 0., 2. 43, 9., 0., 2. 44, 10., 0., 2. 45, 0., 1., 2. 46, 1., 1., 2. 47, 2., 1., 2. 48, 3., 1., 2. 49, 4., 1., 2. 50, 5., 1., 2. 51, 6., 1., 2. 52, 7., 1., 2. 53, 8., 1., 2. 54, 9., 1., 2. 55, 10., 1., 2. 56, 0., 2., 2. 57, 1., 2., 2. 58, 2., 2., 2. 59, 3., 2., 2. 60, 4., 2., 2. 61, 5., 2., 2. 62, 6., 2., 2. 63, 7., 2., 2. 64, 8., 2., 2. 65, 9., 2., 2. 66, 10., 2., 2. ** ** *ELEMENT, TYPE=C3D8IH, ELSET=EALL 1, 1, 2, 13, 12, 34, 35, 46, 45 2, 2, 3, 14, 13, 35, 36, 47, 46 3, 3, 4, 15, 14, 36, 37, 48, 47 4, 4, 5, 16, 15, 37, 38, 49, 48 5, 5, 6, 17, 16, 38, 39, 50, 49 6, 6, 7, 18, 17, 39, 40, 51, 50 7, 7, 8, 19, 18, 40, 41, 52, 51 8, 8, 9, 20, 19, 41, 42, 53, 52 9, 9, 10, 21, 20, 42, 43, 54, 53 10, 10, 11, 22, 21, 43, 44, 55, 54 11, 12, 13, 24, 23, 45, 46, 57, 56 12, 13, 14, 25, 24, 46, 47, 58, 57 13, 14, 15, 26, 25, 47, 48, 59, 58 14, 15, 16, 27, 26, 48, 49, 60, 59 15, 16, 17, 28, 27, 49, 50, 61, 60 16, 17, 18, 29, 28, 50, 51, 62, 61 17, 18, 19, 30, 29, 51, 52, 63, 62 18, 19, 20, 31, 30, 52, 53, 64, 63 19, 20, 21, 32, 31, 53, 54, 65, 64 20, 21, 22, 33, 32, 54, 55, 66, 65 *NSET, NSET=ENDS 1, 11, 12, 22, 23, 33, 34, 44, 45, 55, 56, , 66 *NSET, NSET=X0MID 12,45 *NSET, NSET=X10MID 22,55 *NSET, NSET=NMID 61, *ELSET, ELSET=EMID 15, *ELSET, ELSET=TOP, GENERATE 11,20,1 *SOLID SECTION, ELSET=EALL, MATERIAL=MAT *MATERIAL,NAME=MAT *ELASTIC 200.E9,0.3 *DENSITY 8000., *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 ENDS, 3,3 X0MID,1,2 X10MID,2,2 *DLOAD,OP=NEW TOP,P5,-500000 *END LOAD CASE *LOAD CASE,NAME=CASE-2 *BOUNDARY,OP=NEW ENDS, 3,3 X0MID,2,2 X10MID,1,2 *DLOAD,OP=NEW TOP,P5,500000 *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, *ENDSTEP