*HEADING Test of multistep analysis with mass scaling *RESTART,WRITE *NODE,NSET=NALL 1, 0.0, 0. 2, 2.0, 0. 3, 2.0, 1. 4, 0.0, 1. 11, 0.0, 3. 12, 2.0, 3. 13, 2.0, 4. 14, 0.0, 4. 21, 0.0, 6. 22, 2.0, 6. 23, 2.0, 7. 24, 0.0, 7. 101, 4.0, 0. 102, 6.0, 0. 103, 6.0, 1. 104, 4.0, 1. 111, 4.0, 3. 112, 6.0, 3. 113, 6.0, 4. 114, 4.0, 4. 121, 4.0, 6. 122, 6.0, 6. 123, 6.0, 7. 124, 4.0, 7. *NSET,NSET=NOUT 1,11,21,101,111,121 *NSET,NSET=LEFT 1,4,11,14,21,24, 101,104,111,114,121,124 *NSET,NSET=BOT 1,2,11,12,21,22, 101,102,111,112,121,122 *NSET,NSET=RIGHT 2,3,12,13,22,23, 102,103,112,113,122,123 *NSET,NSET=QA_TEST RIGHT, *ELEMENT,TYPE=M3D4R,ELSET=REFER 1, 1,2,3,4 11, 11,12,13,14 21, 21,22,23,24 *ELEMENT,TYPE=M3D4R,ELSET=TEST1 101, 101,102,103,104 *ELEMENT,TYPE=M3D4R,ELSET=TEST2 111, 111,112,113,114 *ELEMENT,TYPE=M3D4R,ELSET=TEST3 121, 121,122,123,124 *ELSET,ELSET=EOUT REFER,TEST1,TEST2,TEST3 *ELSET,ELSET=QA_TEST EOUT, *MEMBRANE SECTION,MATERIAL=ELAS,ELSET=REFER, POISSON=0.25 .1, *MEMBRANE SECTION,MATERIAL=ELAS1,ELSET=TEST1, POISSON=0.25 .1, *MEMBRANE SECTION,MATERIAL=ELAS2,ELSET=TEST2, POISSON=0.25 .1, *MEMBRANE SECTION,MATERIAL=ELAS3,ELSET=TEST3, POISSON=0.25 .1, *MATERIAL,NAME=ELAS *ELASTIC 1.E2, .25 *DENSITY 10.E-5, *MATERIAL,NAME=ELAS1 *ELASTIC 1.E2, .25 *DENSITY 5.E-5, *MATERIAL,NAME=ELAS2 *ELASTIC 1.E2, .25 *DENSITY 2.E-5, *MATERIAL,NAME=ELAS3 *ELASTIC 1.E2, .25 *DENSITY 1.E-5, *boundary nall,3 BOT,2 LEFT,1 *ELSET,ELSET=EALL REFER,TEST1,TEST2,TEST3 *ELSET,ELSET=SCALE TEST1,TEST2,TEST3 *AMPLITUDE,NAME=SMOOTH,DEFINITION=SMOOTH STEP 0.,0., .01, 1.0 *STEP Step 1: Test of local mass scaling *DYNAMIC,EXPLICIT ,.01 *FIXED MASS SCALING,FACTOR=2., ELSET=TEST1 *FIXED MASS SCALING,FACTOR=5., ELSET=TEST2 *FIXED MASS SCALING,FACTOR=10.,ELSET=TEST3 *RESTART,WRITE,NUMBER INTERVAL=10 *BOUNDARY,AMP=SMOOTH RIGHT,1,1,.1 ************************* ** RF not expected to be noisy ** EDT not expected to be noisy ******************************** *OUTPUT,FIELD, NUMBER INTERVAL=1,TIMEMARKS=YES *NODE OUTPUT, NSET=QA_TEST RF, *ELEMENT OUTPUT,ELSET=QA_TEST EDT, *OUTPUT,HISTORY,TIME INTERVAL=0.01 *ENERGY OUTPUT, VAR=ALL ********************** ***OUTPUT,HISTORY,TIME INTERVAL=0.0005 ***NODE OUTPUT,NSET=NALL **RF,U ***ELEMENT OUTPUT,ELSET=EOUT **EDT,EMSF ***ENERGY OUTPUT **ALLKE,ALLIE,ALLSE, *end step *STEP Step 2: Test of propagation of mass matrix *DYNAMIC,EXPLICIT ,.01 *BOUNDARY,TYPE=VEL RIGHT,1,1,15. *end step *STEP Step 3: Removing all fixed mass scaling Apply new variable mass scaling *DYNAMIC,EXPLICIT ,.01 *BOUNDARY,TYPE=VEL RIGHT,1,1,-10. *FIXED MASS SCALING *VARIABLE MASS SCALING,DT=.001,TYPE=SET EQUAL DT,FREQUENCY=1 *end step *STEP Step 4: Test of propagation of variable mass scaling *DYNAMIC,EXPLICIT ,.01 *BOUNDARY,TYPE=VEL RIGHT,1,1,-20. *end step *STEP Step 5: Remove all variable mass scaling defintions Respecify fixed mass scaling *DYNAMIC,EXPLICIT ,.01 *VARIABLE MASS SCALING *FIXED MASS SCALING,FACTOR=2.0 *FIXED MASS SCALING,ELSET=TEST1,FACTOR= 4.0 *FIXED MASS SCALING,ELSET=TEST2,FACTOR=10.0 *FIXED MASS SCALING,ELSET=TEST3,FACTOR=20.0 *BOUNDARY,TYPE=VEL RIGHT,1,1,10. *END STEP *STEP Step 6: Test of propagation of mass matrix *DYNAMIC,EXPLICIT ,.01 *BOUNDARY,TYPE=VEL RIGHT,1,1,15. *end step *STEP Step 7: Set fixed mass scaling *DYNAMIC,EXPLICIT ,.01 *FIXED MASS SCALING,ELSET=REFER,FACTOR=2.0 *FIXED MASS SCALING,ELSET=TEST1,FACTOR= 4.0 *FIXED MASS SCALING,ELSET=TEST2,FACTOR=10.0 *FIXED MASS SCALING,ELSET=TEST3,FACTOR=20.0 *BOUNDARY,TYPE=VEL RIGHT,1,1,20. *end step *STEP Step 8: Test propagation of local and global fixed m.s. *DYNAMIC,EXPLICIT ,.01 *BOUNDARY,TYPE=VEL RIGHT,1,1,25. *end step *STEP Step 9: Set variable mass scaling *DYNAMIC,EXPLICIT ,.01 *VARIABLE MASS SCALING,DT=.001,TYPE=SET EQUAL DT,FREQ=2 *VARIABLE MASS SCALING,DT=.001,TYPE=SET EQUAL DT,ELSET=SCALE,FREQ=1 *BOUNDARY,TYPE=VEL RIGHT,1,1,30. *end step *STEP Step 10: Test propagation of local and global variable m.s. *DYNAMIC,EXPLICIT ,.01 *BOUNDARY,TYPE=VEL RIGHT,1,1,35. *end step