TECHNICAL PAPERS
Mar 1, 2002

Spectral Analysis and Parametric Study of Stochastic Pavement Loads

Publication: Journal of Engineering Mechanics
Volume 128, Issue 3

Abstract

This paper investigates the effects of vehicle parameters, speed, and surface roughness on the power spectral density (PSD) of stochastic pavement loads. Pavement surface roughness is modeled as a zero-mean stationary random field. A quarter-vehicle model is established to simulate the vibrations of heavy and passenger vehicles with typical parameters. Tire damping is also included in the consideration of stochastic pavement loads; this was assumed to be zero in many previous investigations. The PSD roughness proposed by the ISO is adopted in the simulation of the loads. An important indicator of the stochastic loads, the so-called energy cumulative distribution function, is introduced to describe the frequency distribution of load energy. The results show that passenger vehicles produce more high-frequency loads than heavy vehicles, while more of the loads generated by heavy vehicle are primarily distributed in the low-frequency region. It is also found that the effect of tire damping on stochastic pavement loads is not negligible especially if the loads of interest are concentrated in the high-frequency region. The results of the study may be useful in optimum design of vehicle suspensions and prediction of dynamic pavement response.

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References

Abbo, E., Hedric, J. K., Markow, M., and Bradmeyer, B. (1987). “Analysis of moving loads on rigid pavement.” Int. Symposium on Heavy Truck Suspensions Characteristics, Canberra, Australia.
Cebon, D.(1989). “Vehicle-generated road damage: a review.” Vehicle Syst. Dyn., 18(1–3), 107–150.
Chen, Shi-shuenn. (1987). “The response of multi-layered systems to dynamic surface loads.” PhD dissertation, Univ. of California, Berkeley, Calif.
Cole, D. J., and Cebon, D. (1989). “Simulation and measurement of dynamic tire forces.” Proc., 2nd Int. Symposium on Heavy Vehicle Weights and Dimensions, Thomas Telfold Services Ltd., London.
Dodds, C. J., and Robson, J. D.(1973). “The description of road surface roughness.” J. Sound Vib., 31, 175–183.
Gillespie, T. D., et al. (1993). “Effects of heavy vehicle characteristics on pavement response and performance.” National Cooperative Highway Research Program Rep. No. 353, Transportation Research Board, Washington, D.C.
Good Roads and Transportation Association of Canada (RTAC). (1986). Vehicle Weights and Dimensions Study, Vols. 8, 9, and 11, Ottawa.
Hardy, M. S. A., and Cebon, D.(1993) “Response of continuous pavements to moving dynamic loads.” J. Eng. Mech., 119(9), 1762–1780.
Hardy, M. S. A., and Cebon, D.(1994). “Importance of speed and frequency in flexible pavement response.” J. Eng. Mech., 120(3), 463–482.
Heath, A. N.(1987). “Application of the isotropic road roughness assumption.” J. Sound Vib., 115(1), 131–144.
Heath, A. N., and Good, M. G.(1985). “Heavy vehicle design parameters and dynamic pavement loading.” Aust. Road Res., 15(4), 249–263.
Hedric, J. K., et al. (1985). “Predictive models for evaluating load impact factors of heavy trucks on current pavement conditions.” Interim Rep. to DOT Office of University Research under Contract No. DTES5684-C-0001, Dept. of Civil and Environmental Engineering, Massachusetts Institute of Technology, Cambridge, Mass.
Honda, H., Kajikawa, Y., and Kobori, T.(1982). “Spectra of surface roughness on bridge.” J. Struct. Eng., 108(ST9), 1956–1966.
Hudson, W. R., et al. (1992). “Impact of truck characteristics on pavements: truck load equivalent factors.” Rep. No. FHWA-RD-91-064, Federal Highway Administration, Washington, D.C.
ISO. (1984). “Road surface profile—reporting measured data.” Draft Proposal ISO/DP 8608, Mechanical Vibration, International Organization for Standardization, Switzerland.
Iyengar, R. N., and Jaiswal, O. R.(1995). “Random field modeling of railway track irregularities.” J. Transp. Eng., 121(4), 303–308.
Markow, M., Hedric J. K., Bradmeyer, B. D., and Abbo, E. (1988). “Analyzing the interactions between vehicle loads and highway pavements.” Proc., 67th Annual Meeting, Transportation Research Board, Washington, D.C.
Monismith, C. L., Lysmer, J., Sousa, J., and Hedric, J. K.(1988a). “Truck pavement interactions—requisite research.” Trans. Soc. Automotive Eng., SP-765(881849), 87–96.
Monismith, C. L., Sousa, J., and Lysmer, J.(1988b). “Modern pavement design technology including dynamic load conditions.” Trans. Soc. Automotive Eng., SP-765(881856), 33–52.
Sousa, J. B., Lysmer, J., Chen, S. S., and Monismith, C. L. (1988). “Dynamic loads: effects on the performance of asphalt concrete pavements.” Paper presented at 67th Annual Meeting, Transportation Research Board, Washington, D.C.
Sun, L. (1998). “Theoretical investigations on vehicle-ground dynamic interaction.” Final Report prepared for National Science Foundation of China, Southeast Univ., Nanjing, China.
Sun, L., and Deng, X.(1997). “Transient response for infinite plate on Winkler foundation by a moving distributed load.” Chin. J. Appl. Mech., 14(2), 72–78.
Sun, L., and Deng, X.(1998). “Predicting vertical dynamic loads caused by vehicle-pavement interaction.” J. Transp. Eng., 124(5), 407–478.
Sun, L., and Greenberg, B.(2000). “Dynamic response of linear systems to moving stochastic sources.” J. Sound Vib., 229(4), 957–972.
Sweatman, P. F. (1983). “A study of dynamic wheel forces in axle group suspensions of heavy vehicles.” Special Rep. No. 27, Australia Road Research Board, Melbourne, Australia.
Todd, K. B., and Kulakowski, B. T. (1991). “Simple computer models for predicting ride quality and pavement loading for heavy trucks.” Transportation Research Record 1215, Transportation Research Board, Washington, D.C., 137–150.
Tsymberov, A. (1996). “An improved non-intrusive automotive suspension testing apparatus with means to determine the condition of the dampers.” SAE Tech. Paper No. 960735, Society of Automotive Engineers, Warrendale, Pa.
Woodrooffe, J. H. F., and LeBlanc, P. A. (1986). “The influence of suspension variations on dynamic wheel loads of heavy vehicles.” SAE Technical Paper No. 861973, Society of Automotive Engineers, Warrendale, Pa.
Zhu, W. Q. (1992). Random vibration, Academic, Beijing.

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 128Issue 3March 2002
Pages: 318 - 327

History

Received: Aug 20, 1999
Accepted: Jun 10, 2001
Published online: Mar 1, 2002
Published in print: Mar 2002

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Authors

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Lu Sun
PhD, ECJ Hall, 6.10 Dept. of Civil Engineering, Univ. of Texas at Austin, Austin, TX 78712 (corresponding author).
Thomas W. Kennedy
Professor, ECJ Hall, 6.10 Dept. of Civil Engineering, Univ. of Texas at Austin, Austin, TX 78712.

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