*HEADING DESIGN SENSTIIVITY ANALYSIS FOR AXISYMMETRIC TIRE MODEL STEP 1: INFLATE TIRE TO 200 KPa STEP 2: FREQUENCY ANALYSIS ABOUT INFLATED STATE UNITS: KG, M *PARAMETER tNominal=0.0 rubDen=1100. beltE=172.2E+9 carcE=9.87E+9 *DESIGN PARAMETER tNominal,rubDen,beltE,carcE *DSA CONTROLS, SIZING FREQUENCY=1 *NODE,NSET=NTIRE,INP=dsatire_axi_half_node.inp *INCLUDE,INP=dsatire_axi_half_psv.inp *ELEMENT,TYPE=CAX4H,ELSET=TREAD 1, 50, 55, 54, 49 2, 45, 50, 49, 44 3, 40, 45, 44, 39 5, 35, 40, 39, 34 7, 31, 35, 34, 30 *ELEMENT,TYPE=CAX3H,ELSET=TREAD 4, 27, 31, 30 *ELEMENT,TYPE=CAX4H,ELSET=SIDE 15, 27, 30, 28, 25 16, 24, 27, 25, 22 17, 21, 24, 22, 19 18, 18, 21, 19, 16 19, 15, 18, 16, 13 20, 12, 15, 13, 10 21, 30, 34, 32, 28 29, 9, 12, 10, 7 30, 6, 9, 7, 4 31, 3, 6, 4, 1 *ELEMENT,TYPE=CAX4H,ELSET=BELT 35, 49, 54, 51, 46 36, 44, 49, 46, 41 37, 39, 44, 41, 36 38, 34, 39, 36, 32 *REBAR,ELEMENT=CONTINUUM,MATERIAL=BELT, GEOMETRY=ISO,NAME=BELT1 BELT, 0.2118683E-6, 1.16E-3, 70.0, 0.50, 3 *REBAR,ELEMENT=CONTINUUM,MATERIAL=BELT, GEOMETRY=ISO,NAME=BELT2 BELT, 0.2118683E-6, 1.16E-3, 110.0, 0.83, 3 *REBAR,ELEMENT=CONTINUUM,MATERIAL=CARCASS, GEOMETRY=ISO,NAME=CARCASS BELT, 0.4208352E-6, 1.00E-3, 0.0, 0.0, 3 SIDE, 0.4208352E-6, 1.00E-3, 0.0, 0.0, 3 *SOLID SECTION,ELSET=TREAD,MATERIAL=RUBBER *SOLID SECTION,ELSET=SIDE,MATERIAL=RUBBER *SOLID SECTION,ELSET=BELT,MATERIAL=RUBBER *MATERIAL,NAME=RUBBER *HYPERELASTIC,N=1,MODULI=LONG TERM 1.0e6, *VISCOELASTIC,TIME=PRONY 0.3, 0.0, 0.1 *DENSITY *MATERIAL,NAME=BELT *ELASTIC,TYPE=ISO , 0.3 *DENSITY 5900., *MATERIAL,NAME=CARCASS *ELASTIC,TYPE=ISO , 0.3 *DENSITY 1500., *NSET,NSET=RIM 6, 3, 1 *NSET,NSET=SYM 51, 54, 55 *ELSET,ELSET=SOLID,GENERATE 1, 76,1 *ELSET,ELSET=EALL TREAD,SIDE,BELT *SURFACE,NAME=INSIDE BELT, S3 SIDE, S3 *********************************** *STEP,DSA=YES,NLGEOM=YES 1: INFLATION *STATIC, LONG TERM 0.25, 1.0 *CONTROLS,PARAMETERS=FIELD 1.e-5, *BOUNDARY RIM, 1, 2 RIM, 5, SYM, 2, SYM, 5, *DSLOAD INSIDE, P, 200.E3 *EL PRINT,FREQUENCY=50,REBAR,ELSET=SOLID S, *NODE PRINT,FREQUENCY=100,TOTAL=YES U, RF *OUTPUT,FIELD,FREQ=1 *ELEMENT OUTPUT S *NODE OUTPUT U,RF *DESIGN RESPONSE,FREQ=1 *ELEMENT RESPONSE S *NODE RESPONSE U,RF *END STEP ************************************************** *STEP,DSA=YES 4: FREQUENCY *FREQUENCY,EIGENSOL=LANCZOS 5, *OUTPUT,HISTORY *ELEMENT OUTPUT,ELSET=EALL MASS *DESIGN RESPONSE *ELEMENT RESPONSE,ELSET=EALL MASS *END STEP