*HEADING
RIGMASS55: TEST MASS PROPERTIES FOR C3D8, C3D6, B31, M3D4R, M3D3,
S4, 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
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
106,4.0,3.0,1.0
201,-4.0,-3.0,1.0
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
206,-4.0,3.0,1.0
301,-1.0,4.0,1.0
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
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
1106,4.0,3.0,-1.0
1201,-4.0,-3.0,-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
1206,-4.0,3.0,-1.0
1301,-1.0,4.0,-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
602,14.0,-1.0
603,12.0,-1.0
604,12.0,1.0
605,14.0,1.0
606,14.0,3.0
801,6.0,-3.0
802,6.0,-1.0
803,8.0,-1.0
804,8.0,1.0
805,6.0,1.0
806,6.0,3.0
901,9.0,4.0
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
8020,6.0,6.0
8030,8.0,6.0
8040,8.0,8.0
8050,6.0,8.0
8060,6.0,10.0
9010,9.0,11.0
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=C3D8, 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=B31, ELSET=BEAM
102,101,102
103,105,106
202,201,202
203,205,206
301,302,301
1102,1101,1102
1103,1105,1106
1202,1201,1202
1203,1205,1206
1301,1302,1301
*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=S4, 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=B31, ELSET=BEAM1
602,601,602
603,605,606
802,801,802
803,805,806
901,902,901
*ELEMENT, TYPE=B31, ELSET=BEAM2
8020,8010,8020
8030,8050,8060
9010,9020,9010
*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