$ vm01 $ file vm01z modified from rlh 15 feb 95 $ modified on November 29, 2001 by mag $ supports to ground installed, CMS added $ modified July 3, 2002 for better resvec performance $ changes for this revision at *** DIAG 8 TIME 10 sol 108 $ direct solution from cms solution *** CEND TITLE = VIRTUAL MASS OF A BOX, real modes vm01 subtitle = single mfluid element tester, resvec, freq. resp label = ground springs added to simulate oil tank on engine DISP = ALL MFLUI = 300 METHO = 400 dload = 1 $ spc = 1 freq=1 BEGIN BULK spoint, 101 thru 125 $ provisions for 10 generalized coordinates qset1, 0, 101 thru 125 $ define generalized coordinates. $ end of CMS input Spc, 1, 9 3 $ enfmo applied here Spcd, 1, 9, 3, 1.0 $ scale factor for enfmo $ add a-set for stat. Det. Support system *** $ not needed for this model, it has no rigid body modes Rload1, 1, 1, , , 1, , acce Tabled1, 1 , 0. 1. 1. 1. endt $ constant input freq, 1, 1. 2. 3. 4. $Param, vmopt, 1 $ exact, expensive solution $ don't use vmopt 1 unless very small problem CQUAD4 1001 100 10000 10001 10101 10100 CQUAD4 2001 100 20000 20001 20101 20100 CQUAD4 3001 100 10000 10100 20001 20000 CQUAD4 4001 100 20100 20101 10101 10001 CQUAD4 5001 100 10000 20000 20100 10001 EIGRL 400 16 ELIST 350 1001 2001 3001 4001 5001 GRID, 9, , -.5 -.5 -.6 $ enfmo point GRID 10000 -.5 -.5 -.5 GRID 10001 -.5 .5 -.5 GRID 10100 -.5 -.5 .5 GRID 10101 -.5 .5 .5 GRID 20000 .5 -.5 -.5 GRID 20001 .5 -.5 .5 GRID 20100 .5 .5 -.5 GRID 20101 .5 .5 .5 MAT1 100 1.+6 .3 10. MFLUID 300 0 +.5 1. 350 N N PARAM, GRDPNT, 0 $ weight summaries for structure and fluid $ remove to make it easier to understand modes $Conm2, 20101, 20101, , 0.1 $ add asymmetric mass to separate $ repeated roots PSHELL 100 100 .001 100 100 $ added for Leeza param, resvec, yes $ always do for enf. Motion. Param, resviner, yes $ used to test error fix alters $param, cmsmsg, all $ print the final set of eigenvalues $ ground springs at corners of bottom surface celas2, 10000, 1.e2 10000 1 =, *1, =, =, *1 $=1 celas2, 10009, 1.e2, 10000 3 9, 3 $ use for enfmo celas2, 20001, 1.e2 10001 1 =, *1, =, =, *1 =1 celas2, 30100, 1.e2 20000 1 =, *1, =, =, *1 =1 celas2, 40101, 1.e2 20100 1 =, *1, =, =, *1 =1 ENDDATA