*HEADING : TEST MASS PROPERTIES FOR C3D20R, C3D10, B32, S8R S3R, AND T3D3 ELEMENTS INCLUDED IN A RIGID BODY (CONCENTRATED LOAD) DEFORMABLE TO RIGID ELEMENTS *PREPRINT, ECHO=YES, MODEL=YES, HISTORY=YES *RESTART,WRITE *System 0., 0., -1., 1., 0., -1. *NODE,NSET=NODES 1, -4., -1., 0. 2, -2., -1., 0. 3, -2., -1., 2. 4, -4., -1., 2. 5, -2., 1., 0. 6, -2., 1., 2. 7, -4., 1., 0. 8, -4., 1., 2. 9, -3.00012, 0., 1. 10, -3., -1., 0. 11, -2., -1., 1. 12, -3., -1., 1. 13, -4., -1., 1. 14, -3., -1., 2. 15, -3., 0., 0. 16, -2., 0., 0. 17, -2., 1., 1. 18, -2., 0., 2. 19, -2., 0., 1. 20, -3., 1., 0. 21, -4., 0., 0. 22, -4., 0., 1. 23, -3., 1., 1. 24, -3., 1., 2. 25, -3., 0., 2. 26, -4., 1., 1. 27, -4., 0., 2. 28, -2.50006, 0.5, 0.5 29, -3.50006, 0.5, 1.5 30, -2.50006, 0.5, 1.5 31, -2.50006, -0.5, 1.5 32, -3.50006, 0.5, 0.5 33, -3.50006, -0.5, 0.5 34, -2.50006, -0.5, 0.5 35, -3.50006, -0.5, 1.5 *system *node, nset=nodes 101, 4.0, -3.0, 1.0 102, 4.0, -2.0, 1.0 103, 4.0, -1.0, 1.0 104, 3.0, -1.0, 1.0 105, 2.0, -1.0, 1.0 106, 2.0, 0.0, 1.0 107, 2.0, 1.0, 1.0 108, 3.0, 1.0, 1.0 109, 4.0, 1.0, 1.0 110, 4.0, 0.0, 1.0 111, 4.0, 2.0, 1.0 112, 4.0, 3.0, 1.0 ** 1101, 4.0, -3.0, 0.0 1102, 4.0, -2.0, 0.0 1103, 4.0, -1.0, 0.0 1104, 3.0, -1.0, 0.0 1105, 2.0, -1.0, 0.0 1106, 2.0, 0.0, 0.0 1107, 2.0, 1.0, 0.0 1108, 3.0, 1.0, 0.0 1109, 4.0, 1.0, 0.0 1110, 4.0, 0.0, 0.0 1111, 4.0, 2.0, 0.0 1112, 4.0, 3.0, 0.0 ** 2101, 4.0, -3.0, -1.0 2102, 4.0, -2.0, -1.0 2103, 4.0, -1.0, -1.0 2104, 3.0, -1.0, -1.0 2105, 2.0, -1.0, -1.0 2106, 2.0, 0.0, -1.0 2107, 2.0, 1.0, -1.0 2108, 3.0, 1.0, -1.0 2109, 4.0, 1.0, -1.0 2110, 4.0, 0.0, -1.0 2111, 4.0, 2.0, -1.0 2112, 4.0, 3.0, -1.0 ** 201, -4.0, -3.0, 1.0 202, -4.0, -2.0, 1.0 203, -4.0, -1.0, 1.0 204, -3.0, -1.0, 1.0 205, -2.0, -1.0, 1.0 206, -2.0, 0.0, 1.0 207, -2.0, 1.0, 1.0 208, -3.0, 1.0, 1.0 209, -4.0, 1.0, 1.0 210, -4.0, 0.0, 1.0 211, -4.0, 2.0, 1.0 212, -4.0, 3.0, 1.0 213, -3.0, 0.0, 1.0 ** 1201, -4.0, -3.0, 0.0 1202, -4.0, -2.0, 0.0 1203, -4.0, -1.0, 0.0 1204, -3.0, -1.0, 0.0 1205, -2.0, -1.0, 0.0 1206, -2.0, 0.0, 0.0 1207, -2.0, 1.0, 0.0 1208, -3.0, 1.0, 0.0 1209, -4.0, 1.0, 0.0 1210, -4.0, 0.0, 0.0 1211, -4.0, 2.0, 0.0 1212, -4.0, 3.0, 0.0 1213, -3.0, 0.0, 0.0 ** 2201, -4.0, -3.0, -1.0 2202, -4.0, -2.0, -1.0 2203, -4.0, -1.0, -1.0 2204, -3.0, -1.0, -1.0 2205, -2.0, -1.0, -1.0 2206, -2.0, 0.0, -1.0 2207, -2.0, 1.0, -1.0 2208, -3.0, 1.0, -1.0 2209, -4.0, 1.0, -1.0 2210, -4.0, 0.0, -1.0 2211, -4.0, 2.0, -1.0 2212, -4.0, 3.0, -1.0 2213, -3.0, 0.0, -1.0 ** 301, -1.0, 4.0, 1.0 302, 0.0, 4.0, 1.0 303, 1.0, 4.0, 1.0 304, -1.0, -4.0, 1.0 305, 0.0, -4.0, 1.0 306, 1.0, -4.0, 1.0 ** 1301, -1.0, 4.0, -1.0 1302, 0.0, 4.0, -1.0 1303, 1.0, 4.0, -1.0 1304, -1.0, -4.0, -1.0 1305, 0.0, -4.0, -1.0 1306, 1.0, -4.0, -1.0 ** 401, -1.0, 5.0, 1.0 402, 0.0, 5.0, 1.0 403, 1.0, 5.0, 1.0 404, 1.0, 6.0, 1.0 405, 1.0, 7.0, 1.0 406, 0.0, 7.0, 1.0 407, -1.0, 7.0, 1.0 408, -1.0, 6.0, 1.0 ** 1401, -1.0, 5.0, -1.0 1402, 0.0, 5.0, -1.0 1403, 1.0, 5.0, -1.0 1404, 1.0, 6.0, -1.0 1405, 1.0, 7.0, -1.0 1406, 0.0, 7.0, -1.0 1407, -1.0, 7.0, -1.0 1408, -1.0, 6.0, -1.0 ** 501,-1.0, 8.0, 1.0 502, 0.0, 8.0, 1.0 503, 1.0, 8.0, 1.0 ** 1501,-1.0, 8.0, -1.0 1502, 0.0, 8.0, -1.0 1503, 1.0, 8.0, -1.0 ** *NSET,NSET=RFNODE 100, *ELEMENT, TYPE=C3D20R, ELSET=BRIC1 101,105,103,2103,2105, 107,109,2109,2107, 104,1103,2104,1105, 108,1109,2108, 1107, 106,110,2110,2106 *ELEMENT, TYPE=C3D10, ELSET=BRIC2 1, 9, 5, 8, 6, 28, 23, 29, 30, 17, 24 2, 9, 8, 3, 6, 29, 25, 31, 30, 24, 18 3, 9, 7, 8, 5, 32, 26, 29, 28, 20, 23 4, 9, 5, 1, 7, 28, 15, 33, 32, 20, 21 5, 9, 2, 1, 5, 34, 10, 33, 28, 16, 15 6, 9, 2, 3, 1, 34, 11, 31, 33, 10, 12 7, 9, 1, 3, 4, 33, 12, 31, 35, 13, 14 8, 9, 1, 4, 7, 33, 13, 35, 32, 21, 22 9, 9, 4, 3, 8, 35, 14, 31, 29, 27, 25 10, 9, 7, 4, 8, 32, 22, 35, 29, 26, 27 11, 9, 5, 6, 2, 28, 17, 30, 34, 16, 19 12, 9, 2, 6, 3, 34, 19, 30, 31, 11, 18 *ELSET, ELSET=BRICKS BRIC1, BRIC2 *ELEMENT, TYPE=B32, ELSET=BEAM 102,101,102,103 103,109,111,112 202,201,202,4 203,8,211,212 301,301,302,303 1102,2101,2102,2103 1103,2109,2111,2112 1202,2201,2202,1 1203,7,2211,2212 1301,1301,1302,1303 *ELEMENT, TYPE=T3D3, ELSET=TRUSS1 501,501,502,503 1501,1501,1502,1503 *ELEMENT,TYPE=S8R,ELSET=RIG1 401,401,403,405,407, 402,404,406,408 *ELEMENT,TYPE=S3R,ELSET=RIG2 1401, 1401,1403,1407 1402, 1403,1405,1407 *SOLID SECTION, ELSET=BRICKS, MATERIAL=MAT1 1.0, *SOLID SECTION, ELSET=TRUSS1, MATERIAL=MAT1 0.1, *BEAM SECTION,SECTION=CIRC,MATERIAL=MAT1,ELSET=BEAM 0.56419611, *SHELL SECTION, MATERIAL=MAT1, ELSET=RIG1 0.1, *SHELL SECTION, MATERIAL=MAT1, ELSET=RIG2 0.1, *MATERIAL, NAME=MAT1 *ELASTIC 2.E+9, .3 *DENSITY 1.0, *ELSET, ELSET=RIGID BRICKS,BEAM,TRUSS1,RIG1,RIG2 *RIGID BODY,ELSET=RIGID,REF NODE=100,POSITION=CENTER OF MASS *BOUNDARY 100,2,2 *STEP, NLGEOM, INC=100 *DYNAMIC 0.001, 0.01 *CLOAD 100,1,1.E5 *NODE FILE , F=10 U, *OUTPUT, HISTORY,FREQ=10 *NODE OUTPUT,NSET=NODES U1 *NODE OUTPUT, NSET=RFNODE COORD *ELEMENT OUTPUT, ELSET=RIGID MASS *END STEP