*Heading AXISYMMETRIC TIRE-AIR INTERACTION REFERENCE SOLUTION USING *IMPORT USE RESTART FROM am_tire_acax4.inp *preprint,model=yes,HIST=yes *IMPORT,UPDATE=YES,STEP=1 TIRE *Node,NSET=AIR 1, 132.460 , 15.1518 , 2, 110.000 , 5.28825 , 3, 110.000 , 4.30911 , 4, 129.938 , 11.9450 , 5, 110.000 , 0.00000 , 6, 133.245 ,-1.082987E-33, 7, 139.436 ,-4.770273E-32, 8, 126.352 , 15.8512 , 9, 119.936 , 12.4149 , 10, 114.575 , 8.26568 , 11, 115.341 , 6.62872 , 12, 120.839 , 9.34829 , 13, 125.870 , 11.1943 , 14, 110.000 , 2.99478 , 15, 110.000 , 1.53533 , 16, 115.818 ,-6.146446E-40, 17, 121.592 ,-1.437656E-37, 18, 127.370 ,-1.751631E-35, 19, 132.574 , 4.62338 , 20, 131.358 , 8.83032 , 21, 138.692 , 5.78211 , 22, 136.576 , 11.2260 , 23, 115.523 , 4.52027 , 24, 115.667 , 2.27855 , 25, 121.002 , 6.10990 , 26, 121.304 , 3.06716 , 27, 126.296 , 7.51112 , 28, 126.877 , 3.79471 , *Element, type=ACAX4,ELSET=AIR 1, 1, 8, 13, 4 2, 8, 9, 12, 13 3, 9, 10, 11, 12 4, 10, 2, 3, 11 5, 3, 14, 23, 11 6, 14, 15, 24, 23 7, 15, 5, 16, 24 8, 11, 23, 25, 12 9, 23, 24, 26, 25 10, 24, 16, 17, 26 11, 12, 25, 27, 13 12, 25, 26, 28, 27 13, 26, 17, 18, 28 14, 13, 27, 20, 4 15, 27, 28, 19, 20 16, 28, 18, 6, 19 17, 6, 7, 21, 19 18, 19, 21, 22, 20 19, 20, 22, 1, 4 *Solid Section, elset=air, material=air 1., *NSET,NSET=SYMA 7 *Elset, elset=air_S1, generate 1, 4, 1 *Elset, elset=air_S2 17, 18, 19 *Surface, type=ELEMENT, name=air air_S2, S2 air_S1, S1 ** ** Constraint: air-liner *Tie, name=air_liner, adjust=no air, liner *Material, name=air *Acoustic Medium 14.2E3, *Density 1.2e-3, *Surface Interaction, name=air_liner 1., ** *Boundary SYMS, YSYMM CENT, 1, 1 SYMA, YSYMM ** ---------------------------------------------------------------- ** *Step, nlgeom *Static,direct 1.0, 1.0 *Dsload liner, P, -1.5 *Output, field,freq=1 *NODE OUTPUT U *Output, history,fre=1 *NODE OUTPUT,NSET=NOUT U, *El Print, freq=100 S *Node Print, freq=100 U *End Step ** ---------------------------------------------------------------- *STEP *FREQUENCY 10 *END STEP *STEP *STEADY STATE DYNAMICS,interval=range 4.8,7.8,10 *CLOAD,load case=1 60,1,1,100 *CLOAD,load case=2 60,2,2,100 *OUTPUT, FIELD, FREQ=0 *OUTPUT,HISTORY *NODE OUTPUT,NSET=nout u, *END STEP *step *STEADY STATE DYNAMICS,SUBSPACE PROJECTION,interval=range 4.8,7.8,10 *CLOAD,load case=1 60,1,1,100 *CLOAD,load case=2 60,2,2,100 *OUTPUT, FIELD, FREQ=0 *OUTPUT,HISTORY *NODE OUTPUT,NSET=nout u, *END STEP *step *STEADY STATE DYNAMICS,DIRECT,interval=range 4.8,7.8,10 *CLOAD,load case=1 60,1,1,100 *CLOAD,load case=2 60,2,2,100 *OUTPUT, FIELD, FREQ=0 *OUTPUT,HISTORY *NODE OUTPUT,NSET=nout u, *END STEP