Ejemplo 01 Uap

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ejemplo de calculo

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  • INPUT FILE NAME -C:\KENPAVE\EJEMPLO 01 UAP.DAT

    NUMBER OF PROBLEMS TO BE SOLVED = 1

    TITLE -NPROB

    MATL = 1 FOR LINEAR ELASTIC LAYERED SYSTEMNDAMA = 0, SO DAMAGE ANALYSIS WILL NOT BE PERFORMEDNUMBER OF PERIODS PER YEAR (NPY) = 1 NUMBER OF LOAD GROUPS (NLG) = 1 TOLERANCE FOR INTEGRATION (DEL) -- = 0.001 NUMBER OF LAYERS (NL)------------- = 3 NUMBER OF Z COORDINATES (NZ)------ = 8 LIMIT OF INTEGRATION CYCLES (ICL)- = 80 COMPUTING CODE (NSTD)------------- = 9 SYSTEM OF UNITS (NUNIT)------------= 0

    Length and displacement in in., stress and modulus in psiunit weight in pcf, and temperature in F

    THICKNESSES OF LAYERS (TH) ARE : 4 8 POISSON'S RATIOS OF LAYERS (PR) ARE : 0.4 0.5 0.5 VERTICAL COORDINATES OF POINTS (ZC) ARE: 0 4 4.001 10 12 12.001 15 20 ALL INTERFACES ARE FULLY BONDED

    FOR PERIOD NO. 1 LAYER NO. AND MODULUS ARE : 1 5.000E+05 2 1.500E+04 3 5.000E+03

    LOAD GROUP NO. 1 HAS 2 CONTACT AREASCONTACT RADIUS (CR)--------------- = 4 CONTACT PRESSURE (CP)------------- = 100 NO. OF POINTS AT WHICH RESULTS ARE DESIRED (NPT)-- = 5 WHEEL SPACING ALONG X-AXIS (XW)------------------- = 0 WHEEL SPACING ALONG Y-AXIS (YW)------------------- = 14

    RESPONSE PT. NO. AND (XPT, YPT) ARE: 1 0.000 0.000 2 0.000 4.000 3 0.000 7.000 4 0.000 10.000 5 0.000 14.000

    PERIOD NO. 1 LOAD GROUP NO. 1

    POINT VERTICAL VERTICAL VERTICAL MAJOR MINOR INTERMEDIATE PRINCIPAL PRINCIAL P. STRESS NO. COORDINATE DISP. STRESS STRESS STRESS (HORIZONTAL (STRAIN) (STRAIN) (STRAIN) P. STRAIN) 1 0.00000 0.04284 100.000 366.204 105.004 347.182 (STRAIN) -3.607E-04 3.707E-04 -3.607E-04 3.174E-04 1 4.00000 0.04201 16.190 16.206 -302.725 -257.947 (STRAIN) 4.809E-04 4.810E-04 -4.121E-04 -4.121E-04 1 4.00100 0.04201 16.188 16.617 5.080 5.905 (STRAIN) 6.987E-04 7.416E-04 -4.121E-04 -4.121E-04 1 10.00000 0.03774 7.494 7.717 -4.743 -3.572 (STRAIN) 7.694E-04 7.917E-04 -4.544E-04 -4.544E-04 1 12.00000 0.03607 6.271 6.331 -8.386 -6.775 (STRAIN) 9.214E-04 9.274E-04 -5.442E-04 -5.442E-04 1 12.00100 0.03607 6.271 6.444 1.385 1.769 (STRAIN) 9.214E-04 9.732E-04 -5.442E-04 -5.442E-04 1 15.00000 0.03346 5.323 5.474 1.007 1.287 (STRAIN) 8.201E-04 8.655E-04 -4.746E-04 -4.746E-04

  • 1 20.00000 0.02973 4.169 4.279 0.629 0.795 (STRAIN) 6.803E-04 7.133E-04 -3.816E-04 -3.816E-04 2 0.00000 0.04374 100.000 310.294 56.242 265.704 (STRAIN) -3.483E-04 3.630E-04 -3.483E-04 2.382E-04 2 4.00000 0.04325 14.142 14.144 -262.664 -169.218 (STRAIN) 3.738E-04 3.738E-04 -4.013E-04 -4.013E-04 2 4.00100 0.04325 14.141 14.180 4.719 7.296 (STRAIN) 5.409E-04 5.448E-04 -4.013E-04 -4.013E-04 2 10.00000 0.03922 7.801 7.820 -5.121 -3.670 (STRAIN) 8.124E-04 8.144E-04 -4.797E-04 -4.797E-04 2 12.00000 0.03743 6.672 6.680 -8.957 -7.299 (STRAIN) 9.863E-04 9.872E-04 -5.765E-04 -5.765E-04 2 12.00100 0.03743 6.671 6.697 1.462 1.992 (STRAIN) 9.863E-04 9.940E-04 -5.765E-04 -5.765E-04 2 15.00000 0.03462 5.686 5.713 1.059 1.414 (STRAIN) 8.874E-04 8.953E-04 -5.010E-04 -5.010E-04 2 20.00000 0.03058 4.429 4.450 0.656 0.851 (STRAIN) 7.331E-04 7.393E-04 -3.989E-04 -3.989E-04 3 0.00000 0.04371 0.000 281.230 37.908 224.322 (STRAIN) -3.286E-04 3.527E-04 -3.286E-04 1.933E-04 3 4.00000 0.04328 12.433 12.433 -227.703 -108.557 (STRAIN) 2.939E-04 2.939E-04 -3.785E-04 -3.785E-04 3 4.00100 0.04328 12.431 12.431 4.412 7.748 (STRAIN) 4.234E-04 4.234E-04 -3.785E-04 -3.785E-04 3 10.00000 0.03952 7.772 7.772 -5.195 -3.638 (STRAIN) 8.126E-04 8.126E-04 -4.842E-04 -4.842E-04 3 12.00000 0.03773 6.734 6.734 -9.032 -7.310 (STRAIN) 9.937E-04 9.937E-04 -5.830E-04 -5.830E-04 3 12.00100 0.03773 6.734 6.734 1.478 2.052 (STRAIN) 9.936E-04 9.936E-04 -5.829E-04 -5.829E-04 3 15.00000 0.03488 5.761 5.761 1.070 1.447 (STRAIN) 9.005E-04 9.005E-04 -5.068E-04 -5.068E-04 3 20.00000 0.03078 4.489 4.489 0.662 0.865 (STRAIN) 7.451E-04 7.451E-04 -4.029E-04 -4.029E-04 4 0.00000 0.04374 100.000 310.294 56.242 265.704 (STRAIN) -3.483E-04 3.630E-04 -3.483E-04 2.382E-04 4 4.00000 0.04325 14.142 14.144 -262.664 -169.218 (STRAIN) 3.738E-04 3.738E-04 -4.013E-04 -4.013E-04 4 4.00100 0.04325 14.141 14.180 4.719 7.296 (STRAIN) 5.409E-04 5.448E-04 -4.013E-04 -4.013E-04 4 10.00000 0.03922 7.801 7.820 -5.121 -3.670 (STRAIN) 8.124E-04 8.144E-04 -4.797E-04 -4.797E-04 4 12.00000 0.03743 6.672 6.680 -8.957 -7.299 (STRAIN) 9.863E-04 9.872E-04 -5.765E-04 -5.765E-04 4 12.00100 0.03743 6.671 6.697 1.462 1.992 (STRAIN) 9.863E-04 9.940E-04 -5.765E-04 -5.765E-04 4 15.00000 0.03462 5.686 5.713 1.059 1.414 (STRAIN) 8.874E-04 8.953E-04 -5.010E-04 -5.010E-04 4 20.00000 0.03058 4.429 4.450 0.656 0.851 (STRAIN) 7.331E-04 7.393E-04 -3.989E-04 -3.989E-04 5 0.00000 0.04284 100.000 366.204 105.004 347.182 (STRAIN) -3.607E-04 3.707E-04 -3.607E-04 3.174E-04 5 4.00000 0.04201 16.190 16.206 -302.725 -257.947 (STRAIN) 4.809E-04 4.810E-04 -4.121E-04 -4.121E-04 5 4.00100 0.04201 16.188 16.617 5.080 5.905 (STRAIN) 6.987E-04 7.416E-04 -4.121E-04 -4.121E-04 5 10.00000 0.03774 7.494 7.717 -4.743 -3.572 (STRAIN) 7.694E-04 7.917E-04 -4.544E-04 -4.544E-04 5 12.00000 0.03607 6.271 6.331 -8.386 -6.775 (STRAIN) 9.214E-04 9.274E-04 -5.442E-04 -5.442E-04

  • 5 12.00100 0.03607 6.271 6.444 1.385 1.769 (STRAIN) 9.214E-04 9.732E-04 -5.442E-04 -5.442E-04 5 15.00000 0.03346 5.323 5.474 1.007 1.287 (STRAIN) 8.201E-04 8.655E-04 -4.746E-04 -4.746E-04 5 20.00000 0.02973 4.169 4.279 0.629 0.795 (STRAIN) 6.803E-04 7.133E-04 -3.816E-04 -3.816E-04