*HEADING 2 X 4 mesh for cantilever bending problem with C3D10 elements. ** *NODE 1, 0., 0. 2, 0.75, 0. 3, 1.5, 0. 4, 2.25, 0. 5, 3., 0. 6, 3.75, 0. 7, 4.5, 0. 8, 5.25, 0. 9, 6., 0. 10, 0., 0.05 11, 0.75, 0.05 12, 1.5, 0.05 13, 2.25, 0.05 14, 3., 0.05 15, 3.75, 0.05 16, 4.5, 0.05 17, 5.25, 0.05 18, 6., 0.05 19, 0., 0.1 20, 0.75, 0.1 21, 1.5, 0.1 22, 2.25, 0.1 23, 3., 0.1 24, 3.75, 0.1 25, 4.5, 0.1 26, 5.25, 0.1 27, 6., 0.1 28, 0., 0.15 29, 0.75, 0.15 30, 1.5, 0.15 31, 2.25, 0.15 32, 3., 0.15 33, 3.75, 0.15 34, 4.5, 0.15 35, 5.25, 0.15 36, 6., 0.15 37, 0., 0.2 38, 0.75, 0.2 39, 1.5, 0.2 40, 2.25, 0.2 41, 3., 0.2 42, 3.75, 0.2 43, 4.5, 0.2 44, 5.25, 0.2 45, 6., 0.2 *NODE,NSET=MID 46, 0., 0., 0.005 47, 0.75, 0., 0.005 48, 1.5, 0., 0.005 49, 2.25, 0., 0.005 50, 3., 0., 0.005 51, 3.75, 0., 0.005 52, 4.5, 0., 0.005 53, 5.25, 0., 0.005 54, 6., 0., 0.005 55, 0., 0.05, 0.005 56, 1.5, 0.05, 0.005 57, 3., 0.05, 0.005 58, 4.5, 0.05, 0.005 59, 6., 0.05, 0.005 60, 0., 0.1, 0.005 61, 0.75, 0.1, 0.005 62, 1.5, 0.1, 0.005 63, 2.25, 0.1, 0.005 64, 3., 0.1, 0.005 65, 3.75, 0.1, 0.005 66, 4.5, 0.1, 0.005 67, 5.25, 0.1, 0.005 68, 6., 0.1, 0.005 69, 0., 0.15, 0.005 70, 1.5, 0.15, 0.005 71, 3., 0.15, 0.005 72, 4.5, 0.15, 0.005 73, 6., 0.15, 0.005 74, 0., 0.2, 0.005 75, 0.75, 0.2, 0.005 76, 1.5, 0.2, 0.005 77, 2.25, 0.2, 0.005 78, 3., 0.2, 0.005 79, 3.75, 0.2, 0.005 80, 4.5, 0.2, 0.005 81, 5.25, 0.2, 0.005 82, 6., 0.2, 0.005 *NODE 83, 0., 0., 0.01 84, 0.75, 0., 0.01 85, 1.5, 0., 0.01 86, 2.25, 0., 0.01 87, 3., 0., 0.01 88, 3.75, 0., 0.01 89, 4.5, 0., 0.01 90, 5.25, 0., 0.01 91, 6., 0., 0.01 92, 0., 0.05, 0.01 93, 0.75, 0.05, 0.01 94, 1.5, 0.05, 0.01 95, 2.25, 0.05, 0.01 96, 3., 0.05, 0.01 97, 3.75, 0.05, 0.01 98, 4.5, 0.05, 0.01 99, 5.25, 0.05, 0.01 100, 6., 0.05, 0.01 101, 0., 0.1, 0.01 102, 0.75, 0.1, 0.01 103, 1.5, 0.1, 0.01 104, 2.25, 0.1, 0.01 105, 3., 0.1, 0.01 106, 3.75, 0.1, 0.01 107, 4.5, 0.1, 0.01 108, 5.25, 0.1, 0.01 109, 6., 0.1, 0.01 110, 0., 0.15, 0.01 111, 0.75, 0.15, 0.01 112, 1.5, 0.15, 0.01 113, 2.25, 0.15, 0.01 114, 3., 0.15, 0.01 115, 3.75, 0.15, 0.01 116, 4.5, 0.15, 0.01 117, 5.25, 0.15, 0.01 118, 6., 0.15, 0.01 119, 0., 0.2, 0.01 120, 0.75, 0.2, 0.01 121, 1.5, 0.2, 0.01 122, 2.25, 0.2, 0.01 123, 3., 0.2, 0.01 124, 3.75, 0.2, 0.01 125, 4.5, 0.2, 0.01 126, 5.25, 0.2, 0.01 127, 6., 0.2, 0.01 ** ** *ELEMENT, TYPE=C3D10, ELSET=EALL 1, 1, 19, 83, 3, 10, 55, 46, 2, 11, 47 2, 101, 83, 19, 103, 92, 55, 60, 102, 93, 61 3, 21, 3, 103, 19, 12, 56, 62, 20, 11, 61 4, 85, 103, 3, 83, 94, 56, 48, 84, 93, 47 5, 3, 19, 83, 103, 11, 55, 47, 56, 61, 93 6, 21, 103, 3, 23, 62, 56, 12, 22, 63, 13 7, 85, 3, 103, 87, 48, 56, 94, 86, 49, 95 8, 5, 87, 23, 3, 50, 57, 14, 4, 49, 13 9, 105, 23, 87, 103, 64, 57, 96, 104, 63, 95 10, 3, 23, 103, 87, 13, 63, 56, 49, 57, 95 11, 5, 23, 87, 7, 14, 57, 50, 6, 15, 51 12, 105, 87, 23, 107, 96, 57, 64, 106, 97, 65 13, 25, 7, 107, 23, 16, 58, 66, 24, 15, 65 14, 89, 107, 7, 87, 98, 58, 52, 88, 97, 51 15, 7, 23, 87, 107, 15, 57, 51, 58, 65, 97 16, 25, 107, 7, 27, 66, 58, 16, 26, 67, 17 17, 89, 7, 107, 91, 52, 58, 98, 90, 53, 99 18, 9, 91, 27, 7, 54, 59, 18, 8, 53, 17 19, 109, 27, 91, 107, 68, 59, 100, 108, 67, 99 20, 7, 27, 107, 91, 17, 67, 58, 53, 59, 99 21, 37, 119, 19, 39, 74, 69, 28, 38, 75, 29 22, 101, 19, 119, 103, 60, 69, 110, 102, 61, 111 23, 21, 103, 39, 19, 62, 70, 30, 20, 61, 29 24, 121, 39, 103, 119, 76, 70, 112, 120, 75, 111 25, 19, 39, 119, 103, 29, 75, 69, 61, 70, 111 26, 21, 39, 103, 23, 30, 70, 62, 22, 31, 63 27, 121, 103, 39, 123, 112, 70, 76, 122, 113, 77 28, 41, 23, 123, 39, 32, 71, 78, 40, 31, 77 29, 105, 123, 23, 103, 114, 71, 64, 104, 113, 63 30, 23, 39, 103, 123, 31, 70, 63, 71, 77, 113 31, 41, 123, 23, 43, 78, 71, 32, 42, 79, 33 32, 105, 23, 123, 107, 64, 71, 114, 106, 65, 115 33, 25, 107, 43, 23, 66, 72, 34, 24, 65, 33 34, 125, 43, 107, 123, 80, 72, 116, 124, 79, 115 35, 23, 43, 123, 107, 33, 79, 71, 65, 72, 115 36, 25, 43, 107, 27, 34, 72, 66, 26, 35, 67 37, 125, 107, 43, 127, 116, 72, 80, 126, 117, 81 38, 45, 27, 127, 43, 36, 73, 82, 44, 35, 81 39, 109, 127, 27, 107, 118, 73, 68, 108, 117, 67 40, 27, 43, 107, 127, 35, 72, 67, 73, 81, 117 *SOLID SECTION,ELSET=EALL,MATERIAL=A1 *MATERIAL,NAME=A1 *ELASTIC 1.E8,0. ** ** step 1,Default ** *STEP, PERTURBATION *STATIC ** ** fix ** *BOUNDARY 1, 1,, 0. 1, 2,, 0. 1, 3,, 0. 10, 1,, 0. 10, 2,, 0. 10, 3,, 0. 19, 1,, 0. 19, 2,, 0. 19, 3,, 0. 28, 1,, 0. 28, 2,, 0. 28, 3,, 0. 37, 1,, 0. 37, 2,, 0. 37, 3,, 0. 46, 1,, 0. 46, 2,, 0. 46, 3,, 0. 55, 1,, 0. 55, 2,, 0. 55, 3,, 0. 60, 1,, 0. 60, 2,, 0. 60, 3,, 0. 69, 1,, 0. 69, 2,, 0. 69, 3,, 0. 74, 1,, 0. 74, 2,, 0. 74, 3,, 0. 83, 1,, 0. 83, 2,, 0. 83, 3,, 0. 92, 1,, 0. 92, 2,, 0. 92, 3,, 0. 101, 1,, 0. 101, 2,, 0. 101, 3,, 0. 110, 1,, 0. 110, 2,, 0. 110, 3,, 0. 119, 1,, 0. 119, 2,, 0. 119, 3,, 0. MID, 3,, 0. ** ** load ** *CLOAD, OP=NEW 9, 2, -0.25 45, 2, -0.25 91, 2, -0.25 127, 2, -0.25 ** *NODE FILE U, *OUTPUT,FIELD *NODE OUTPUT U, *EL PRINT S, E, *END STEP