*HEADING TIRE AIR COUPLED ACOUSTIC MODEL 3D FULL TIRE MODEL STEP 0: TRANSFER BASE STATE FROM tire_acoustic_rev STEP 1: ESTABLISH EQUILIBRIUM STEP 2: CHANGE FRICTION STEP 3: FREQUENCY EXTRACTION STEP 4: STEADY STATE DYNAMICS WITH VERTICAL ROAD EXCITATION STEP 5: STEADY STATE DYNAMICS WITH HORIZONTAL ROAD EXCITATION UNITS: KG, M *RESTART,WRITE,FREQ=100 *SYMMETRIC MODEL GENERATION,REFLECT=LINE, ELEMENT=100000,NODE=100000 0.0, 0.0, 0.0, 0.0, 0.0, 1.0 *SYMMETRIC RESULTS TRANSFER *NSET,NSET=AIRCROWN 211,230,231 *NSET,NSET=AIRFOOT 15211,15230,15231 *NSET,NSET=AIRSIDE 3211,3230,3231 *NSET,NSET=SIDE 26012,26015,26018 ******************************************** *STEP,INC=100,NLGEOM=YES 1: FOOTPRINT (LOAD CONTROLLED) *STATIC 1.0, 1.0 *BOUNDARY,OP=NEW TIRE-RIM, 1, 6 ROAD, 1, 2 ROAD, 4, 6 *DSLOAD,OP=NEW TIRE-LINER, P, 200.E3 *CLOAD, OP=NEW ROAD, 3, 3300. *OUTPUT,FIELD,FREQ=1 *NODE OUTPUT U, *NODE OUTPUT,NSET=AIR POR, *ELEMENT OUTPUT,VAR=PRE *OUTPUT,HISTORY,FREQ=1,VAR=PRE *END STEP ******************************************** *STEP,INC=100,NLGEOM=YES 2: CHANGE FRICTION *STATIC 1.0, 1.0 *CHANGE FRICTION,INTERACTION=SRIGID *FRICTION 0.1, *BOUNDARY,OP=NEW TIRE-RIM, 1, 6 ROAD, 2, 2 ROAD, 4, 6 *END STEP ******************************* *STEP,NLGEOM 3: EXTRACT EIGENVALUES *FREQUENCY,EIGENSOLVER=LANCZOS,PROPERTY=230. 12, 200.0, 260.0 *OUTPUT,FIELD,FREQ=1 *NODE OUTPUT U, *NODE OUTPUT,NSET=AIR POR, *ELEMENT OUTPUT,VAR=PRE *OUTPUT,HISTORY,FREQ=1,VAR=PRE *END STEP ******************************* *STEP,INC=50,NLGEOM 4: RESPONSE TO VERTICAL EXCITATION *STEADY STATE DYNAMICS, DIRECT,INTER=EIGEN 225.0, 235.0, 3 ** 200.0, 260.0, 7 -> to produce manual figures *CLOAD ROAD, 3, 1. *NODE PRINT,FREQ=0 *EL PRINT,FREQ=0 *OUTPUT,FIELD,FREQ=1 *NODE OUTPUT U, *NODE OUTPUT,NSET=AIR POR, *ELEMENT OUTPUT,VAR=PRE *OUTPUT,HISTORY,FREQ=1,VAR=PRE *NODE OUTPUT,NSET=AIRCROWN POR, *NODE OUTPUT,NSET=AIRFOOT POR, *NODE OUTPUT,NSET=AIRSIDE POR, *NODE OUTPUT,NSET=SIDE U, *NODE OUTPUT,NSET=ROAD U, *END STEP ******************************* *STEP,INC=50,NLGEOM 4: RESPONSE TO VERTICAL EXCITATION *STEADY STATE DYNAMICS, SUBSPACE PROJECTION=CONSTANT,INTER=EIGEN 225.0, 235.0, 3 ** 200.0, 260.0, 7 -> to produce manual figures *CLOAD ROAD, 3, 1. *NODE PRINT,FREQ=0 *EL PRINT,FREQ=0 *OUTPUT,FIELD,FREQ=1 *NODE OUTPUT U, *NODE OUTPUT,NSET=AIR POR, *ELEMENT OUTPUT,VAR=PRE *OUTPUT,HISTORY,FREQ=1,VAR=PRE *NODE OUTPUT,NSET=AIRCROWN POR, *NODE OUTPUT,NSET=AIRFOOT POR, *NODE OUTPUT,NSET=AIRSIDE POR, *NODE OUTPUT,NSET=SIDE U, *NODE OUTPUT,NSET=ROAD U, *END STEP ******************************* **STEP,INC=50,NLGEOM ** 5: RESPONSE TO HORIZONTAL EXCITATION **STEADY STATE DYNAMICS, DIRECT,INTER=EIGEN ** 200.0, 260.0, 7 ***CLOAD ** ROAD, 1, 1. ***END STEP