*HEADING C3D15V PRISM ELEMENTS: MODEL CHANGE VERIFICATION, ELASTIC MATERIAL *RESTART,WRITE *PREPRINT,MODEL=YES,HISTORY=NO ** *NODE,NSET=NALL 101,0,4,0 102,1,4,0 103,0,5,0 104,0,4,1 105,1,4,1 106,0,5,1 107,.5,4,0 108,.5,4.5,0 109,0,4.5,0 110,.5,04,1 111,.5,4.5,1 112,0,4.5,1 113,0,04,.5 114,1,04,.5 115,0,5,.5 116,1,5,1 117,1,5,0 118,.5,5,0 119,.5,5,1 120,1,5,.5 121,1,4.5,1 122,1,4.5,0 201,0.5,4,0.5 202,0.5,4.5,0.5 203,0,4.5,0.5 204,1,4.5,0.5 205,.5,5,0.5 ** 131,3,4,0 132,4,4,0 133,3,5.03,0 134,3,4,1 135,4,4,1 136,3,5.03,1 137,3.5,4,0 138,3.5,4.515,0 139,3,4.515,0 140,3.5,4,1 141,3.5,4.515,1 142,03,4.515,1 143,03,04,.5 144,4,04,.5 145,03,5.03,.5 146,4,5.03,1 147,4,5.03,0 148,3.5,5.03,0 149,3.5,5.03,1 150,4,5.03,.5 151,4,4.515,1 152,4,4.515,0 301,3.5,4,0.5 302,3.5,4.515,0.5 303,3,4.515,0.5 304,4,4.515,0.5 305,3.5,5.03,0.5 *NSET,NSET=BOT 101,102,104,105,107,110,113,114 131,132,134,135,137,140,143,144 201,301 *NSET,NSET=TIP 103,106,117,116,115,118,119,120 133,136,147,146,145,148,149,150 205,305 *NSET,NSET=MIDSIDE 142,139,141,138,151,152 302,303,304 *NSET,NSET=MIDSIDEW 112,109,111,108,121,122 142,139,141,138,151,152 202,203,204 302,303,304 *NSET,NSET=DEFBC 133,136,147,146,145,148,149,150 305, *ELEMENT,TYPE=C3D15V,ELSET=TEST3 101,101,102,103,104,105,106,107,108, 109,110,111,112,113,114,115, 201,202,203 ** 102,103,102,117,106,105,116,108,122, 118,111,121,119,115,114,120, 202,204,205 ** 103,131,132,133,134,135,136,137,138, 139,140,141,142,143,144,145, 301,302,303 ** 104,133,132,147,136,135,146,138,152, 148,141,151,149,145,144,150, 302,304,305 *ELSET,ELSET=REFER 101,102 *ELSET,ELSET=TEST 103,104 ** ** *ELSET,ELSET=EALL TEST,REFER *SOLID SECTION,MATERIAL=ELAS,ELSET=EALL *MATERIAL,NAME=ELAS *ELASTIC 1.E10, .25 *EXPANSION 1.E-3, *DENSITY 8.E3, *INITIAL CONDITIONS,TYPE=TEMPERATURE NALL,70.,0. *AMPLITUDE,NAME=RAMP 0.,0., 1.,1. ** ** *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,OP=NEW BOT,PINNED DEFBC,2,2,-0.03 DEFBC,1,1,0.0 DEFBC,3,3,0.0 MIDSIDE,2,2,-0.015 MIDSIDE,1,1,0.0 MIDSIDE,3,3,0.0 *NODE PRINT,FREQ=999 RF, *EL PRINT,POSITION=CENTROID,FREQ=999 S, E, *OUTPUT,FIELD,FREQ=999 *NODE OUTPUT RF, *ELEMENT OUTPUT E, S, *END STEP ** ** *STEP,NLGEOM STEP #2: REMOVE TEST ELEMENTS *STATIC 1.,1. *MODEL CHANGE,REMOVE,TYPE=ELEMENT TEST, *END STEP ** ** *STEP,NLGEOM STEP #3: ADD TEST ELEMENTS BACK IN STRAIN-FREE *STATIC 1.,1. *MODEL CHANGE,ADD=STRAINFREE,TYPE=ELEMENT TEST, *BOUNDARY,OP=NEW BOT,PINNED *END STEP ** ** *STEP,NLGEOM STEP #4: APPLY LOAD TO BOTH ELEMENTS *STATIC 0.25,1. *DLOAD TEST, GRAV,150.,0.,1.,0. REFER,GRAV,150.,0.,1.,0. *END STEP ** ** *STEP,NLGEOM STEP #5: REMOVE TEST ELEMENT *STATIC .25,1.0 *MODEL CHANGE,REMOVE,TYPE=ELEMENT TEST, *END STEP ** ** *STEP,NLGEOM STEP #6: ADD TEST ELEMENTS BACK IN WITH-STRAIN *STATIC .25,1.0 *MODEL CHANGE,ADD=WITHSTRAIN,TYPE=ELEMENT TEST, *END STEP ** ** *STEP,NLGEOM STEP #7: APPLY THERMAL LOAD *STATIC .25,1.0 *BOUNDARY,OP=NEW,FIXED BOT,1,3 TIP,1,3 MIDSIDEW,1,3 *TEMPERATURE NALL,100. *EL PRINT,POSITION=CENTROID,FREQ=999 S, THE, E, TEMP, *OUTPUT,FIELD,FREQ=999 *ELEMENT OUTPUT S, *OUTPUT,FIELD,FREQ=999 *ELEMENT OUTPUT,POSITION=CENTROID E, S, MISESONLY,PRESSONLY THE, *END STEP ** ** *STEP,NLGEOM STEP #8: FREQUENCY EXTRACTION *FREQUENCY, eigensolver=lanczos, SIM=NO 100, , *BOUNDARY,OP=NEW BOT,1,3 *EL PRINT,FREQ=0 *NODE PRINT,FREQ=0 *OUTPUT,FIELD *END STEP ** ** *STEP,PERTURBATION STEP #9: MODAL DYNAMIC *MODAL DYNAMIC .001,.01 *CLOAD TIP,1,-0.1 *NODE PRINT,FREQ=999 RF, *EL PRINT,POSITION=CENTROID,FREQ=999 S, E, *OUTPUT,FIELD,FREQ=999 *ELEMENT OUTPUT S, *OUTPUT,FIELD,FREQ=999 *ELEMENT OUTPUT,POSITION=CENTROID S,E MISESONLY,PRESSONLY *NODE OUTPUT RF, *END STEP ** ** *STEP,PERTURBATION STEP #10: STEADY-STATE DYNAMICS, MODAL BASED *STEADY STATE DYNAMICS,INTERVAL=RANGE 50.0,600.0, 5 *CLOAD TIP,1,-0.1 *NODE PRINT,FREQ=999 RF, *EL PRINT,POSITION=CENTROID,FREQ=999 S, E, *OUTPUT,FIELD,FREQ=999 *ELEMENT OUTPUT S, *OUTPUT,FIELD,FREQ=999 *ELEMENT OUTPUT,POSITION=CENTROID S,E MISESONLY,PRESSONLY *NODE OUTPUT RF, *END STEP ** ** ** *STEP,PERTURBATION STEP #10: STEADY-STATE DYNAMICS, DIRECT *STEADY STATE DYNAMICS,DIRECT 50.0,600.0, 5 *BOUNDARY,OP=NEW BOT,1,3 *CLOAD TIP,1,-0.1 *NODE PRINT,FREQ=999 RF, *EL PRINT,POSITION=CENTROID,FREQ=999 S, E, *OUTPUT,FIELD,FREQ=999 *ELEMENT OUTPUT S, *OUTPUT,FIELD,FREQ=999 *ELEMENT OUTPUT,POSITION=CENTROID S,E MISESONLY,PRESSONLY *NODE OUTPUT RF, *END STEP ** ** *STEP,PERTURBATION STEP #11: STEADY-STATE DYNAMICS, SUBSPACE PROJECTION *STEADY STATE DYNAMICS,SUBSPACE PROJECTION,INTERVAL=RANGE 50.0,600.0, 5 *CLOAD TIP,1,-0.1 *NODE PRINT,FREQ=999 RF, *EL PRINT,POSITION=CENTROID,FREQ=999 S, E, *OUTPUT,FIELD,FREQ=999 *ELEMENT OUTPUT S, *OUTPUT,FIELD,FREQ=999 *ELEMENT OUTPUT,POSITION=CENTROID S,E MISESONLY,PRESSONLY *NODE OUTPUT RF, *END STEP ** ** ** *STEP,NLGEOM STEP #12: DYNAMICS *DYNAMIC .001, .01 *BOUNDARY,OP=NEW BOT,PINNED *EL PRINT,POSITION=CENTROID,FREQ=999 S, E, *NODE PRINT,FREQ=999 RF, *CLOAD,AMP=RAMP TIP,1,-.1 *END STEP