*HEADING AIRSPRING -- AXISYMMETRIC MODEL *NODE 1, 0. , 2.E-2 4, 20.E-2 , 2.E-2 6, 20.E-2 , 0. 26, 40.E-2 , 0. 32, 37.771E-2, 6.293E-2 38, 36.211E-2, 10.698E-2 39, 36.211E-2, 11.35E-2 40, 36.211E-2, 12.E-2 500, 0. , 9.E-2 *NODE, NSET = RIGID 1000, 0. , 12.E-2 *NSET, NSET = CAVITY 500, *NSET, NSET=ALL, GENERATE 1,37,1 40,2000,1 *NSET, NSET=FLEX, GENERATE 1,37,1 51,999,1 *NSET, NSET=FLEX, GENERATE 1001,2000,1 *NGEN, LINE = C 6, 26, 2, , 30.E-2 , 0. , 0., 0., 0., 1. 26, 32, 1, , 30.E-2 , 0. , 0. 32, 38, 1, , 43.211E-2, 10.698E-2, 0. ** ** RUBBER SPRING ** *ELEMENT, TYPE = MGAX1, ELSET = SPRING 2, 4, 6 26, 26, 27 *ELGEN, ELSET = SPRING 2, 11, 2, 2 26, 14, 1, 1 *MEMBRANE SECTION, ELSET = SPRING, MATERIAL=RUBBER 5.0E-3, *REBAR LAYER RBAR1, 3.5E-3, 3.5E-3, 0, STEEL, 8.66,1 RBAR2, 3.5E-3, 3.5E-3, 0, STEEL, -8.66,1 *MATERIAL, NAME = RUBBER *HYPERELASTIC, POLYNOMIAL, N = 1 3.2E6, 0.8E6 *DENSITY 1000., *MATERIAL, NAME = STEEL *ELASTIC 2.5086E9,0.3 ** ** RIGID BODY/SURFACE ** *NODE,NSET=RIGNODE 11001, 36.211E-2, 10.698E-2 11021, 41.711E-2, 5.198E-2 12000, 41.711E-2, 10.698E-2 *NGEN,NSET=RIGNODE,LINE=C 11001, 11021, 1, 12000 *ELEMENT,TYPE=RAX2,ELSET=RIGELEM 11001, 1000,40 11002, 40, 11002 11003, 11002, 11003 *ELGEN,ELSET=RIGELEM 11003, 19, 1, 1 *RIGID BODY, REF NODE=1000, ELSET=RIGELEM ** ** FLUID CAVITY ** *ELEMENT, TYPE = MGAX1, ELSET = FLUID 201, 1, 4 299, 40, 1000 *MEMBRANE SECTION, ELSET=FLUID, MATERIAL=A1 1E-3, *MATERIAL,NAME=A1 *ELASTIC 1E5, 0.1 *SURFACE, TYPE=ELEMENT, NAME=CAVSURF SPRING, SPOS FLUID, SPOS *PHYSICAL CONSTANTS, ABSOLUTE ZERO=-273.16, UNIVERSAL GAS CONSTANT=8.314 *FLUID CAVITY, NAME=SPRINGCAV, BEHAVIOR=GAS, REF NODE=500, SURFACE=CAVSURF, AMBIENT PRESSURE=101.36E+3 *FLUID BEHAVIOR, NAME=GAS *MOLECULAR WEIGHT 0.044 *NSET, NSET=FLEX, GENERATE 7,25,1 28,37,1 51,999,1 *NSET, NSET=FLEX, GENERATE 1001,2000,1 *NSET,NSET=FLEX 2,3,5 ** *BOUNDARY 1,1,2 4,1,2 4,6,6 6,1,1 RIGID,1,2 RIGID,6,6 FLEX,5,5 *INITIAL CONDITIONS, TYPE=STRESS, REBAR, UNBALANCED STRESS=STEP SPRING,,70. *NSET,NSET=RIG 40,1000 *SURFACE,TYPE=ELEMENT,NAME=ASURF ECON,SPOS *SURFACE,TYPE=ELEMENT,NAME=BSURF RIGELEM,SNEG ** ** CONTACT DEFINITION ** *ELSET,ELSET=ECON,GENERATE 26,38,1 *CONTACT PAIR,INTERACTION=SMOOTH ASURF,BSURF *SURFACE INTERACTION,NAME=SMOOTH ************** HISTORY DEFINITION ********************** ** ** STEP 0 - EQUILIBRATE MEMBRANE INITIAL STRESSES ** *STEP, NLGEOM,Convert Sdi=YES *STATIC *BOUNDARY FLEX,1,6 *OUTPUT,FIELD *NODE OUTPUT U, *ELEMENT OUTPUT LE, *ENDSTEP ** ** STEP 1 - INFLATION STEP (5 ATMOSPHERES) ** *STEP, NLGEOM,Convert Sdi=YES *STATIC 0.1,1.0 *MONITOR, NODE=26, DOF=1 *CONTROLS, PARAMETERS=TIME 6 *PRINT, CONTACT = YES *BOUNDARY, OP=NEW CAVITY,8,8, 5.066E5 1,1,3 4,1,2 4,5 6,1,1 RIGID,1,6 FLEX,5,5 *OUTPUT,FIELD *NODE OUTPUT U,RF CF, *ELEMENT OUTPUT S, *CONTACT OUTPUT,VARIABLE=PRESELECT,SECONDARY=ASURF *EL PRINT, FREQUENCY=99 *NODE PRINT, NSET=CAVITY, FREQUENCY=99 PCAV, CVOL *NODE PRINT, NSET=RIGID, FREQUENCY=99 U, RF *NODE FILE, NSET=CAVITY PCAV, CVOL *OUTPUT,HISTORY *NODE OUTPUT,NSET=CAVITY PCAV,CVOL *NODE OUTPUT, NSET=RIGID U, RF CF, *END STEP ** ** STEP 2 - SEAL CAVITY, RELEASE GRIP ON ** RIGID SURFACE, ** AND LOAD RIGID SURFACE ** *STEP, NLGEOM,Convert Sdi=YES *STATIC 1.0, 1.0 *MONITOR, NODE=1000, DOF=2 *BOUNDARY, OP=NEW 1,1,3 4,1,2 4,5 6,1,1 RIGID,1 RIGID,6 FLEX,5,5 *CLOAD RIGID,2,-150.E3 *END STEP ** ** STEP 3 - PERTURBATION STEP ** 2 LOAD CASES *STEP, PERTURBATION,Convert Sdi=YES *STATIC *BOUNDARY, OP=NEW 1,1,2 4,1,2 4,6,6 6,1,1 RIGID,1 RIGID,6 FLEX,5,5 ** LOAD CASE 1 ** UNIT AXIAL DISPLACEMENT WITH CAVITY PRESSURE FREE *LOAD CASE, NAME="PRESSURE FREE" *BOUNDARY, OP=NEW RIGID, 2, 2, 1.E-3 *END LOAD CASE ** LOAD CASE 2 ** UNIT LOAD WITH CAVITY PRESS FIXED *LOAD CASE, NAME="PRESSURE FIXED" *BOUNDARY, OP=NEW CAVITY, 8, 8, 0 RIGID, 2, 2, 1.E-3 *END LOAD CASE ***OUTPUT,FIELD ***NODE OUTPUT **U, ***ELEMENT OUTPUT **S, *END STEP ** ** STEP 4 - NONLINEAR LOAD DEFLECTION CURVE ** *STEP, NLGEOM,Convert Sdi=YES *STATIC 0.1,1.0 *CLOAD RIGID,2,-240.E3 *END STEP