*HEADING SPRING, DASHPOT, MASS ELEMENTS: MODEL CHANGE VERIFICATION *PREPRINT,MODEL=YES,HISTORY=NO ** ** TEST 1: SPRING/DASHPOT/MASS ** *NODE,NSET=NALL 1, 0.0, 1. 2, 1.0, 1. 3, 2.0, 1. 11, 0.0, 0. 12, 1.5, -.1 13, 3.0, -.3 *NSET,NSET=LEFT 1,11 *NSET,NSET=MID 12, *NSET,NSET=RIGHT 13, *NSET,NSET=TIP 3,13 *ELEMENT,TYPE=SPRINGA,ELSET=SPRINGA 1, 1,2 2, 2,3 11,11,12 12,12,13 *ELEMENT,TYPE=SPRING1,ELSET=SPRING1 3,2 4,3 13,12 14,13 *ELEMENT,TYPE=DASHPOTA,ELSET=DASHPOTA 101, 1,2 102, 2,3 111,11,12 112,12,13 *ELEMENT,TYPE=DASHPOT1,ELSET=DASHPOT1 103,2 104,3 113,12 114,13 *ELEMENT,TYPE=MASS,ELSET=MASS 201, 2 202, 3 211, 12 212, 13 *MASS,ELSET=MASS 10., *SPRING,ELSET=SPRINGA,NONLINEAR -2.0, -.3 0.0, .0 1.0, .05 2.0, .15 3.0, .4 *SPRING,ELSET=SPRING1,NONLINEAR 2, -2.0, -.3 0.0, .0 1.0, .05 2.0, .10 3.0, .20 *DASHPOT,ELSET=DASHPOTA,NONLINEAR , -2.000, -2.00 2.000, 2.00 *DASHPOT,ELSET=DASHPOT1,NONLINEAR 2 , -2.000, -2.00 2.000, 2.00 *ELSET,ELSET=TEST 11,12,13,14 *ELSET,ELSET=TESTDASH 111,112,113,114,211,212 *AMPLITUDE,NAME=RAMP 0.,0., .5,1.0 ** ** *STEP,NLGEOM STEP #1: DISPLACE TEST SPECIMEN SO FINAL SHAPE IS IDENTICAL TO INITIAL SHAPE OF REFERENCE ELEMENT *STATIC 0.25,1. *PRINT,MODEL CHANGE=YES *BOUNDARY,AMP=RAMP NALL,3 LEFT,1,6 RIGHT,1,1,-1.0 RIGHT,2,2, 0.3 MID,1,1,-0.5 MID,2,2, 0.1 *NODE PRINT,FREQ=999 RF, *EL PRINT,POSITION=CENTROID,FREQ=999 1, S,E *OUTPUT,FIELD,FREQ=999 *ELEMENT OUTPUT 1, S, *OUTPUT,FIELD,FREQ=999 *NODE OUTPUT RF, *ELEMENT OUTPUT,POSITION=CENTROID 1, E,S, *OUTPUT,HISTORY,FREQ=999 *NODE OUTPUT, NSET=NALL RF, *END STEP ** ** *STEP,NLGEOM STEP #2: REMOVE TEST ELEMENTS *STATIC 1.,1. *MODEL CHANGE,REMOVE,TYPE=ELEMENT TEST, TESTDASH, *BOUNDARY,OP=NEW LEFT,1,6 *END STEP ** ** *STEP,NLGEOM STEP #3: APPLY LOAD TO BOTH ELEMENTS AND ADD TEST ELEMENTS BACK IN STRAIN-FREE *STATIC 0.25,1. *MODEL CHANGE,ADD=STRAINFREE,TYPE=ELEMENT TEST, TESTDASH, *BOUNDARY,AMP=RAMP,TYPE=VELOCITY 3,1,1,.3 3,2,2,.3 13,1,1,.3 13,2,2,.3 *END STEP ** ** *STEP,NLGEOM STEP #4: REMOVE TEST ELEMENT *STATIC .25,1.0 *BOUNDARY,OP=NEW,FIXED NALL,1,3 *MODEL CHANGE,REMOVE,TYPE=ELEMENT TEST, *END STEP ** ** *STEP,NLGEOM STEP #5: ADD TEST ELEMENTS BACK IN WITH-STRAIN *STATIC .25,1.0 *MODEL CHANGE,ADD=WITHSTRAIN,TYPE=ELEMENT TEST, *END STEP ** ** *STEP,NLGEOM STEP #6: FREQUENCY EXTRACTION *FREQUENCY, eigensolver=lanczos, SIM=NO 8, , *BOUNDARY,OP=NEW LEFT,1,6 *EL PRINT,FREQ=0 *NODE PRINT,FREQ=0 *OUTPUT,FIELD,FREQ=0 *END STEP ** ** *STEP,PERTURBATION STEP #7: MODAL DYNAMIC *MODAL DYNAMIC .5,5. *CLOAD TIP,1,2.5 *NODE PRINT,FREQ=999 RF, *EL PRINT,POSITION=CENTROID,FREQ=999 S,E *OUTPUT,FIELD,FREQ=999 *NODE OUTPUT RF, *OUTPUT,HISTORY,FREQ=999 *NODE OUTPUT, NSET=NALL RF, *OUTPUT,FIELD,FREQ=999 *ELEMENT OUTPUT S, *OUTPUT,FIELD,FREQ=999 *ELEMENT OUTPUT,POSITION=CENTROID E, S, *END STEP ** ** *STEP,PERTURBATION STEP #8: STEADY-STATE DYNAMICS, MODAL BASED *STEADY STATE DYNAMICS,INTERVAL=RANGE .05,.5,5 *CLOAD TIP,1,2.5 *NODE PRINT,FREQ=999 RF, *EL PRINT,POSITION=CENTROID,FREQ=999 S,E *OUTPUT,FIELD,FREQ=999 *NODE OUTPUT RF, *OUTPUT,HISTORY,FREQ=999 *NODE OUTPUT, NSET=NALL RF, *OUTPUT,FIELD,FREQ=0 *ELEMENT OUTPUT,POSITION=CENTROID *END STEP ** ** *STEP,PERTURBATION STEP #9: STEADY-STATE DYNAMICS, DIRECT *STEADY STATE DYNAMICS,DIRECT .05,.5,5 *BOUNDARY,OP=NEW LEFT,1,6 *CLOAD TIP,1,2.5 *NODE PRINT,FREQ=999 RF, *EL PRINT,POSITION=CENTROID,FREQ=999 S,E *OUTPUT,FIELD,FREQ=999 *NODE OUTPUT RF, *OUTPUT,HISTORY,FREQ=999 *NODE OUTPUT,NSET=NALL RF, *OUTPUT,FIELD, FREQ=0 *ELEMENT OUTPUT,POSITION=CENTROID *END STEP ** ** *STEP,PERTURBATION STEP #10: STEADY-STATE DYNAMICS, SUBSPACE PROJECTION *STEADY STATE DYNAMICS,SUBSPACE PROJECTION,INTERVAL=RANGE .05,.5,5 *CLOAD TIP,1,2.5 *NODE PRINT,FREQ=999 RF, *EL PRINT,POSITION=CENTROID,FREQ=999 S,E *OUTPUT,FIELD,FREQ=999 *NODE OUTPUT RF, *OUTPUT,HISTORY,FREQ=999 *NODE OUTPUT,NSET=NALL RF, *OUTPUT,FIELD, FREQ=0 *ELEMENT OUTPUT,POSITION=CENTROID *END STEP ** ** *STEP,NLGEOM STEP #11: DYNAMICS *DYNAMIC .5,5. *BOUNDARY,OP=NEW LEFT,1,6 *EL PRINT,POSITION=CENTROID,FREQ=999 S,E *NODE PRINT,FREQ=999 RF, *CLOAD TIP,1,2.5 *END STEP