*HEADING :NAFEMS FORCED VIBRATION; TEST 13H; [S3R] (DIRECT INTEGRATION) *RESTART,WRITE,FREQ=999 *NODE 1, 0., 0. 2, 1.25, 0. 3, 2.5, 0. 4, 3.75, 0. 5, 5., 0. 6, 6.25, 0. 7, 7.5, 0. 8, 8.75, 0. 9, 10., 0. 10, 0., 1.25 11, 1.25, 1.25 12, 2.5, 1.25 13, 3.75, 1.25 14, 5., 1.25 15, 6.25, 1.25 16, 7.5, 1.25 17, 8.75, 1.25 18, 10., 1.25 19, 0., 2.5 20, 1.25, 2.5 21, 2.5, 2.5 22, 3.75, 2.5 23, 5., 2.5 24, 6.25, 2.5 25, 7.5, 2.5 26, 8.75, 2.5 27, 10., 2.5 28, 0., 3.75 29, 1.25, 3.75 30, 2.5, 3.75 31, 3.75, 3.75 32, 5., 3.75 33, 6.25, 3.75 34, 7.5, 3.75 35, 8.75, 3.75 36, 10., 3.75 37, 0., 5. 38, 1.25, 5. 39, 2.5, 5. 40, 3.75, 5. 41, 5., 5. 42, 6.25, 5. 43, 7.5, 5. 44, 8.75, 5. 45, 10., 5. 46, 0., 6.25 47, 1.25, 6.25 48, 2.5, 6.25 49, 3.75, 6.25 50, 5., 6.25 51, 6.25, 6.25 52, 7.5, 6.25 53, 8.75, 6.25 54, 10., 6.25 55, 0., 7.5 56, 1.25, 7.5 57, 2.5, 7.5 58, 3.75, 7.5 59, 5., 7.5 60, 6.25, 7.5 61, 7.5, 7.5 62, 8.75, 7.5 63, 10., 7.5 64, 0., 8.75 65, 1.25, 8.75 66, 2.5, 8.75 67, 3.75, 8.75 68, 5., 8.75 69, 6.25, 8.75 70, 7.5, 8.75 71, 8.75, 8.75 72, 10., 8.75 73, 0., 10. 74, 1.25, 10. 75, 2.5, 10. 76, 3.75, 10. 77, 5., 10. 78, 6.25, 10. 79, 7.5, 10. 80, 8.75, 10. 81, 10., 10. ** ** *ELEMENT, TYPE=S3R, ELSET=ALLE 1, 11, 10, 1 2, 1, 2, 11 3, 2, 3, 11 4, 12, 11, 3 5, 13, 12, 3 6, 3, 4, 13 7, 4, 5, 13 8, 14, 13, 5 9, 15, 14, 5 10, 5, 6, 15 11, 6, 7, 15 12, 16, 15, 7 13, 17, 16, 7 14, 7, 8, 17 15, 8, 9, 17 16, 18, 17, 9 17, 10, 11, 19 18, 20, 19, 11 19, 21, 20, 11 20, 11, 12, 21 21, 12, 13, 21 22, 22, 21, 13 23, 23, 22, 13 24, 13, 14, 23 25, 14, 15, 23 26, 24, 23, 15 27, 25, 24, 15 28, 15, 16, 25 29, 16, 17, 25 30, 26, 25, 17 31, 27, 26, 17 32, 17, 18, 27 33, 29, 28, 19 34, 19, 20, 29 35, 20, 21, 29 36, 30, 29, 21 37, 31, 30, 21 38, 21, 22, 31 39, 22, 23, 31 40, 32, 31, 23 41, 33, 32, 23 42, 23, 24, 33 43, 24, 25, 33 44, 34, 33, 25 45, 35, 34, 25 46, 25, 26, 35 47, 26, 27, 35 48, 36, 35, 27 49, 28, 29, 37 50, 38, 37, 29 51, 39, 38, 29 52, 29, 30, 39 53, 30, 31, 39 54, 40, 39, 31 55, 41, 40, 31 56, 31, 32, 41 57, 32, 33, 41 58, 42, 41, 33 59, 43, 42, 33 60, 33, 34, 43 61, 34, 35, 43 62, 44, 43, 35 63, 45, 44, 35 64, 35, 36, 45 65, 47, 46, 37 66, 37, 38, 47 67, 38, 39, 47 68, 48, 47, 39 69, 49, 48, 39 70, 39, 40, 49 71, 40, 41, 49 72, 50, 49, 41 73, 51, 50, 41 74, 41, 42, 51 75, 42, 43, 51 76, 52, 51, 43 77, 53, 52, 43 78, 43, 44, 53 79, 44, 45, 53 80, 54, 53, 45 81, 46, 47, 55 82, 56, 55, 47 83, 57, 56, 47 84, 47, 48, 57 85, 48, 49, 57 86, 58, 57, 49 87, 59, 58, 49 88, 49, 50, 59 89, 50, 51, 59 90, 60, 59, 51 91, 61, 60, 51 92, 51, 52, 61 93, 52, 53, 61 94, 62, 61, 53 95, 63, 62, 53 96, 53, 54, 63 97, 65, 64, 55 98, 55, 56, 65 99, 56, 57, 65 100, 66, 65, 57 101, 67, 66, 57 102, 57, 58, 67 103, 58, 59, 67 104, 68, 67, 59 105, 69, 68, 59 106, 59, 60, 69 107, 60, 61, 69 108, 70, 69, 61 109, 71, 70, 61 110, 61, 62, 71 111, 62, 63, 71 112, 72, 71, 63 113, 64, 65, 73 114, 74, 73, 65 115, 75, 74, 65 116, 65, 66, 75 117, 66, 67, 75 118, 76, 75, 67 119, 77, 76, 67 120, 67, 68, 77 121, 68, 69, 77 122, 78, 77, 69 123, 79, 78, 69 124, 69, 70, 79 125, 70, 71, 79 126, 80, 79, 71 127, 81, 80, 71 128, 71, 72, 81 ** ** emid ** *ELSET, ELSET=EMID 55, 56, 57, 58, 71, 72, 73, 74 ** ** nmid ** *NSET, NSET=NMID , 41 ** ** right ** *NSET, NSET=RIGHT 9, 18, 27, 36, 45, 54, 63, 72, , 81 ** ** left ** *NSET, NSET=LEFT 1, 10, 19, 28, 37, 46, 55, 64, , 73 ** ** top ** *NSET, NSET=TOP 73, 74, 75, 76, 77, 78, 79, 80, , 81 ** ** bot ** *NSET, NSET=BOT 1, 2, 3, 4, 5, 6, 7, 8, , 9 ** ** edge ** *NSET, NSET=EDGE 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 18, 19, 27, 28, 36, 37, 45, 46, 54, 55, 63, 64, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81 ** ** nall ** *NSET, NSET=NALL 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, , 81 ** ** all ** *SHELL SECTION,MATERIAL=MAT,ELSET=ALLE 0.05, *MATERIAL,NAME=MAT *DENSITY 8000., *ELASTIC 200.E9,0.3 *DAMPING,ALPHA=0.299,BETA=1.339E-3 *BOUNDARY NALL,1,2 NALL,6 EDGE,1,3 BOT,5 TOP,5 LEFT,4 RIGHT,4 ** ** Harmonic Load (direct) ** ---------------------- ** *STEP *STEADY STATE DYNAMICS,DIRECT,FREQUENCY SCALE=LINEAR 0.1,4.16,200,, *DLOAD,LOAD CASE=1 ALLE,P,100. *NODE PRINT,NSET=NMID U3, *EL PRINT,FREQUENCY=118,POSITION=AVERAGED AT NODES,ELSET=EMID S11, *NODE FILE,NSET=NMID U, *OUTPUT,FIELD *NODE OUTPUT,NSET=NMID U, *EL FILE,FREQUENCY=118,POSITION=AVERAGED AT NODES,ELSET=EMID S, *ENDSTEP