*HEADING RIGMASS55: TEST MASS PROPERTIES FOR C3D8R, C3D6, B31, M3D4R, M3D3, S4R, S3R, R3D3, R3D4 AND T3D2 ELEMENTS INCLUDED IN A RIGID BODY (APPLIED TORQUE) *RESTART,WRITE,NUM=30 *NODE,NSET=NODES 101,4.0,-3.0,1.0 100101,4.0,-2.0,1.0 102,4.0,-1.0,1.0 103,2.0,-1.0,1.0 104,2.0,1.0,1.0 105,4.0,1.0,1.0 100105,4.0,2.0,1.0 106,4.0,3.0,1.0 201,-4.0,-3.0,1.0 100201,-4.0,-2.0,1.0 202,-4.0,-1.0,1.0 203,-2.0,-1.0,1.0 204,-2.0,1.0,1.0 205,-4.0,1.0,1.0 100205,-4.0,2.0,1.0 206,-4.0,3.0,1.0 301,-1.0,4.0,1.0 100302,0.0,4.0,1.0 302,1.0,4.0,1.0 303,-1.0,-4.0,1.0 304,1.0,-4.0,1.0 401,-1.0,5.0, 1.0 402,1.0,5.0,1.0 403,1.0,7.0,1.0 404,-1.0,7.0,1.0 501,-1.0,8.0,1.0 502,1.0,8.0,1.0 1101,4.0,-3.0,-1.0 101101,4.0,-2.0,-1.0 1102,4.0,-1.0,-1.0 1103,2.0,-1.0,-1.0 1104,2.0,1.0,-1.0 1105,4.0,1.0,-1.0 101105,4.0,2.0,-1.0 1106,4.0,3.0,-1.0 1201,-4.0,-3.0,-1.0 101201,-4.0,-2.0,-1.0 1202,-4.0,-1.0,-1.0 1203,-2.0,-1.0,-1.0 1204,-2.0,1.0,-1.0 1205,-4.0,1.0,-1.0 101205,-4.0,2.0,-1.0 1206,-4.0,3.0,-1.0 1301,-1.0,4.0,-1.0 101302,0.0,4.0,-1.0 1302,1.0,4.0,-1.0 1303,-1.0,-4.0,-1.0 1304,1.0,-4.0,-1.0 1401,-1.0,5.0,-1.0 1402,1.0,5.0,-1.0 1403,1.0,7.0,-1.0 1404,-1.0,7.0,-1.0 1501,-1.0,8.0,-1.0 1502,1.0,8.0,-1.0 601,14.0,-3.0 100601,14.0,-2.0 602,14.0,-1.0 603,12.0,-1.0 604,12.0,1.0 605,14.0,1.0 100605,14.0,2.0 606,14.0,3.0 801,6.0,-3.0 100801,6.0,-2.0 802,6.0,-1.0 803,8.0,-1.0 804,8.0,1.0 805,6.0,1.0 100805,6.0,2.0 806,6.0,3.0 901,9.0,4.0 100902,10.0,4.0 902,11.0,4.0 903,9.0,-4.0 904,11.0,-4.0 6010,14.0,4.0 6020,14.0,6.0 6030,12.0,6.0 6040,12.0,8.0 6050,14.0,8.0 6060,14.0,10.0 8010,6.0,4.0 108010,6.0,5.0 8020,6.0,6.0 8030,8.0,6.0 8040,8.0,8.0 8050,6.0,8.0 108050,6.0,9.0 8060,6.0,10.0 9010,9.0,11.0 109020,10.0,11.0 9020,11.0,11.0 60100,14.0,11.0 60200,14.0,13.0 60300,12.0,13.0 60400,12.0,15.0 60500,14.0,15.0 60600,14.0,17.0 80100,6.0,11.0 80200,6.0,13.0 80300,8.0,13.0 80400,8.0,15.0 80500,6.0,15.0 80600,6.0,17.0 90100,9.0,18.0 90200,11.0,18.0 *NSET,NSET=RFNODE 100, *NSET,NSET=QA_TEST RFNODE,NODES *ELEMENT, TYPE=MASS, ELSET=PTMASS 10,100 *ELEMENT, TYPE=C3D8R, ELSET=BRICKS 101,103,102,1102,1103,104,105,1105,1104 *ELEMENT, TYPE=C3D6, ELSET=BRICKS 201,202,203,1202,205,204,1205 204,1202,203,1203,1205,204,1204 *ELEMENT, TYPE=B32, ELSET=BEAM 102,101,100101,102 103,105,100105,106 202,201,100201,202 203,205,100205,206 301,302,100302,301 1102,1101,101101,1102 1103,1105,101105,1106 1202,1201,101201,1202 1203,1205,101205,1206 1301,1302,101302,1301 *ELEMENT, TYPE=T3D2, ELSET=TRUSS 302,304,303 1302,1304,1303 *ELEMENT, TYPE=T3D2, ELSET=TRUSS1 501,501,502 1501,1501,1502 *ELEMENT,TYPE=R3D4,ELSET=RIG1 401,401,402,403,404 *ELEMENT,TYPE=R3D3,ELSET=RIG2 1401,1401,1402,1404 1402,1402,1403,1404 *ELEMENT, TYPE=S4R, ELSET=SHELL1 601,603,602,605,604 801,802,803,804,805 *ELEMENT, TYPE=S3R, ELSET=SHELL2 60100,60300,60200,60400 60400,60200,60500,60400 80100,80200,80300,80400 80400,80200,80400,80500 *ELEMENT, TYPE=M3D4R, ELSET=MEMBRANE 6010,6030,6020,6050,6040 *ELEMENT, TYPE=M3D3, ELSET=MEMBRANE 8010,8020,8030,8050 8040,8030,8040,8050 *ELEMENT, TYPE=B32, ELSET=BEAM1 602,601,100601,602 603,605,100605,606 802,801,100801,802 803,805,100805,806 901,902,100902,901 *ELEMENT, TYPE=B32, ELSET=BEAM2 8020,8010,108010,8020 8030,8050,108050,8060 9010,9020,109020,9010 *ELEMENT, TYPE=T3D2, ELSET=TRUSSD1 6020,6010,6020 6030,6050,6060 *ELEMENT, TYPE=T3D2, ELSET=TRUSSD2 60200,60100,60200 60300,60500,60600 80200,80100,80200 80300,80500,80600 90100,90200,90100 *ELEMENT, TYPE=T3D2, ELSET=TRUSS2 902,904,903 *ELSET, ELSET=SHELL SHELL1, SHELL2 *ELSET, ELSET=BEAM BEAM1, BEAM2 *ELSET, ELSET=TRUSSD TRUSSD1, TRUSSD2 *SOLID SECTION, ELSET=BRICKS, MATERIAL=MAT1 1.0, *SOLID SECTION, ELSET=TRUSS, MATERIAL=MAT1 0.1, *SOLID SECTION, ELSET=TRUSS1, MATERIAL=MAT1 0.1, *BEAM SECTION,SECTION=CIRC,MATERIAL=MAT1,ELSET=BEAM 0.56419611, *MATERIAL, NAME=MAT1 *ELASTIC 2.E+9, .3 *DENSITY 1.0, *SHELL SECTION, ELSET=SHELL1, MATERIAL=MAT1 1.0, *SHELL SECTION, ELSET=SHELL2, MATERIAL=MAT1 1.0, *MEMBRANE SECTION, ELSET=MEMBRANE, MATERIAL=MAT1, POISSON=0.3 1.0, *BEAM SECTION, SECTION= CIRC, ELSET=BEAM1, MATERIAL=MAT1 0.56419611, *BEAM SECTION, SECTION= CIRC, ELSET=BEAM2, MATERIAL=MAT1 0.56419611, *SOLID SECTION, ELSET=TRUSSD1, MATERIAL=MAT1 1.0, *SOLID SECTION, ELSET=TRUSSD2, MATERIAL=MAT1 1.0, *SOLID SECTION, ELSET=TRUSS2, MATERIAL=MAT1 0.1, *MASS, ELSET=PTMASS 1.0, *ELSET, ELSET=RIGID BRICKS,BEAM,TRUSS1,RIG1,RIG2,SHELL, MEMBRANE, BEAM, TRUSSD *RIGID BODY,ELSET=RIGID,REF NODE=100,POSITION=CENTER OF MASS,DENSITY=1.0 0.1, *BOUNDARY 100,1,2 304,1,2 *STEP *DYNAMIC,EXPLICIT ,0.01 *CLOAD 100,6,1.E8 ***************************** *FILE OUTPUT, NUMBER INTERVAL = 1, TIMEMARKS=YES *NODE FILE U, *********************************************** *OUTPUT, FIELD, NUMBER INTERVAL = 1, TIMEMARKS=YES *NODE OUTPUT,NSET=QA_TEST U, *OUTPUT,HISTORY,TIME INTERVAL=0.01 *ENERGY OUTPUT, VAR=ALL ***************************** ***OUTPUT,HISTORY,TIME INTERVAL=0.002 ***NODE OUTPUT,NSET=RFNODE **U,UR3 *END STEP