TECHNICAL PAPERS
May 1, 1996

Analysis and Simulation of Road Profiles

Publication: Journal of Transportation Engineering
Volume 122, Issue 3

Abstract

The power spectral density (PSD) estimate is a parameter commonly used to characterize the acceleration of vehicles and, in conjunction with closed-loop random vibration controllers, to simulate the transport environment. The vertical acceleration experienced by the loading tray of road transport vehicles is mainly a function of the type of suspension, load, vehicle speed, and road surface characteristics. While the first three parameters may vary considerably between and during journeys, the statistical parameters used to describe road surface profiles are much less susceptible to change with respect to time. This paper presents a brief analysis and discussion of the spectral and statistical characteristics of actual road surface elevation records. The deviation of the road profile distribution from the Gaussian distribution is revealed, and it is shown that roads of different roughness seem to retain their spectral shape. In addition, a range of statistical parameters are introduced and recommended for use in the classification of road profiles. A technique in which a random vibration controller is used to simulate road profile spectra by controlling the displacement instead of the acceleration of a shaker table is demonstrated. The technique uses a physical model of a vehicle suspension to account for the dynamic characteristics of the vehicle. Finally, the use of digital signal processors (DSP) together with a time domain adaptive filter control technique for the accurate reproduction of synthesized demand signals is presented.

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References

1.
Cartwright, D. E., and Longuet-Higgins, M. S. (1956). “The statistical distribution of the maxima of a random function.”Proc., Royal Soc. of London, England, Ser. A., Vol. 237, 212–232.
2.
Charles, D.(1993). “Derivation of environment descriptions and test severities from measured road transportation data.”J. Inst. of Envir. Sci., 6(1), 37–42.
3.
De Pont, J. (1994). “Road profile characterisation.”Res. Rep. No. 29, Transit New Zealand, Auckland, New Zealand.
4.
Dodds, C. J., and Robson, J. D. (1973). “The description of road surface roughness.”J. Sound and Vibration, Vol. 31, 175–183.
5.
Gillespie, T. D. (1986). “Developments in road roughness measurement and calibration procedures.”Proc., 13th ARRB/5th REAAA Conf., Australian Road Res. Board (ARRB), Melbourne, Australia, Vol. 23, Part 1, 91–112.
6.
Hasegawa, K. (1989). “Analysis of vibration and shock occurring in transport systems.”Packaging Technol. and Sci., Vol. 2, 69–74.
7.
Nordstrom, J., Trost, T., and Cavlin, S. (1986). “Computer aided transport simulation.”Publ. No. 46/86, Swedish Packaging Res. Inst.
8.
Press, H. W. et al. (1993). Numerical recipes in C, 2nd Ed., Cambridge University Press, New York, N.Y.
9.
Rice, S. O. (1994). “The mathematical analysis of random noise.”Bell Sys. Tech. J., Vol. 23, 282–332.
10.
Rice, S. O. (1945). “The mathematical analysis of random noise.”Bell Sys. Tech. J., Vol. 24, 46–156.
11.
Richards, D. P.(1990). “A review of analysis and assessment methodologies for road transportation vibration and shock data.”Envir. Engrg., 3(4), 23–26.
12.
Richards, D. P., and Hibbert, B. R.(1994). “A round robin exercise on road transportation data.”Envir. Engrg., 7(2), 9–27.
13.
Rouillard, V., and Lleonart, G. T. (1994). “A spectral feedback compensation technique for the generation of random wave fields.”J. Mech. Engrg. Sci., Vol. 208, 105–112.
14.
Sayers, M., Gillespie, T. D., and Queiroz, C. A. V. (1986). “The international road roughness experiment: establishing correlation and a calibration standard for measurements.”World Bank Tech. Paper, No. 45, The World Bank, Washington, D.C.
15.
Trost, T. (1988). “Mechanical stresses on products during air cargo transportation.”Packaging Technol. and Sci., Vol. 1, 137–155.

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Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 122Issue 3May 1996
Pages: 241 - 245

History

Published online: May 1, 1996
Published in print: May 1996

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Authors

Affiliations

V. Rouillard
Res. Engr., Dept. of Mech. Engrg., Victoria Univ. of Technol., Melbourne, Australia.
M. A. Sek
Acting Dir., Ctr for Packaging, Transp. and Storage, Victoria Univ. of Technol., Melbourne, Australia.
T. Perry
Res. Student, Dept. of Mech. Engrg., Victoria Univ. of Technol., Melbourne, Australia.

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