Vehicle Dynamic Safety in Measured Rough Pavement
Publication: Journal of Transportation Engineering
Volume 137, Issue 5
Abstract
Dynamic vehicle behavior is used to identify safe traffic speed limits. The proposed methodology is based on the vehicle vertical wheel contact force response excited by measured pavement irregularities on the frequency domain. A quarter-car model is used to identify vehicle dynamic behavior. The vertical elevation of an unpaved road surface has been measured. The roughness spectral density is quantified as ISO Level C. Calculations for the vehicle inertance function were derived by using the vertical contact force transfer function weighed by the pavement spectral density roughness function in the frequency domain. The statistical contact load variation is obtained from the vehicle inertance density function integration. The vehicle safety behavior concept is based on its handling ability properties. The ability to generate tangential forces on the wheel/road contact interface is the key to vehicle handling. This ability is related to tire/pavement contact forces. A contribution to establish a traffic safety speed limit is obtained from the likelihood of the loss of driveability. The results show that at speeds faster than the likelihood of tire contact loss is possible when traveling on the measured road type.
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Acknowledgments
The writer would like to thank the Mechanical Engineering Department of the Escola Politécnica da Universidade de São Paulo (EP-USP), for the support to this research.
References
Andrén, P. (2006). “Power spectral density approximations of longitudinal road profiles.” Int. J. Vehicle Des., 40(1/2/3), 2–14.
Baerwald, J. E., ed., (1976). Transportation and traffic engineering handbook, Institute of Transportation Engineers, Prentice-Hall, Upper Saddle River, NJ, 1080.
Barbosa, R. S. (1998). “Interação veículo/pavimento, conforto e segurança veicular.” Proc., 31a Reunião Anual de Pavimentação, Vol. 2, Associação Brasileira de Pavimentação (ABPv), Rio de Janeiro, Brazil, 1164–1182 (in Portuguese).
Barbosa, R. S. (1999). “Aplicação de sistemas multicorpos na dinâmica de veículos guiados.” Ph.D. thesis, Universidade de São Paulo (USP), Sao Paulo, Brazil, 273 (in Portuguese).
Barbosa, R. S., and Costa, A. (2001). “Safety vehicle traffic speed limit.” Proc., IX Int. Symp. on Dynamic Problems of Mechanics (IX—DINAME), Brazilian Society of Mechanical Science (ABCM), Rio de Janeiro, Brazil, 435–443.
Costa, A. (1992). “Application of multibody system (MBS) techniques to automotive vehicle chassis—Simulation for motion control studies, Vol I.” Ph.D. thesis, Univ. of Warwick, Warwick, UK, 213.
Elvik, R. (2002). “Optimal speed limits—Limits of optimality models.” in Highway safety: Work zones, law enforcement, motorcycles, trucks, older drivers, and pedestrians—Safety and human performance, Transportation Research Record 1818, Transportation Research Board, Washington, DC, 32–38.
Felício, L. C. (2007). Modelagem da dinâmica de sistemas e estudo da resposta, Editora, Rima, Brazil, 551 (in Portuguese).
Hauer, E. (2009). “Speed and safety.” Transportation Research Record 2103, Transportation Research Board, Washington, DC, 10–17.
ISO. (1995). “Mechanical vibration road surface profiles—Reporting of measured data.” ISO-8608, Geneva, 30.
Mannering, F. (2009). “An empirical analysis of driver perceptions of the relationship between speed limits and safety.” Transp. Res. Part F, 12(2), 99–106.
Newland, D. E. (1984). An introduction to random vibrations and spectral analysis, 2nd Ed., Longman Scientific & Technical, New York, 377.
Oppenheim, A. V., and Schafer, R. W. (1975). Digital signal processing, Prentice-Hall, Upper Saddle River, NJ.
Pavimetro. (2009). “Roughness measuring system.” 〈http://www.pavimetro.com.br〉 (May 25, 2009).
Silva, J. G. S., and Roehl, J. L. P. (1999). “Probabilistic formulation for the analysis of highway bridge decks with irregular pavement surface.” J Braz. Soc. Mech. Sci., 21(3), 433–445.
Sun, L., and Luo, F. (2007). “Nonstationary dynamic pavement loads generated by vehicle travelling at varying speed.” J. Transp. Eng., 133(4), 252–263.
Sun, L., Zhang, Z., Ruth, J. (2001). “Modelling indirect statistics of surface roughness.” J. Transp. Eng., 127(2), 105–111.
Wang, J., Dong, C., Shen, Y., and Wei, J. (2008). “Robust modelling and control of vehicle active suspension with MR damper.” Int. J. Veh. Syst. Dyn., 46, Supplement S, 509–520.
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© 2011 American Society of Civil Engineers.
History
Received: Sep 28, 2009
Accepted: Aug 30, 2010
Published online: Sep 4, 2010
Published in print: May 1, 2011
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