Technical Papers
Mar 14, 2013

Reliability Analysis of Vehicle Stability on Combined Horizontal and Vertical Alignments: Driving Safety Perspective

Publication: Journal of Transportation Engineering
Volume 139, Issue 8

Abstract

A driver/vehicle/road closed loop dynamic simulation model considering three-dimensional (3D) alignment was established using Matlab/Simulink for reliability analysis of vehicle stability on the combined horizontal and vertical curve. Pavement friction and vehicle operating speed were considered as the random variables. The point-mass-model based performance function considering the failure model of skidding, vehicle dynamic simulation-based performance function considering the failure model of skidding, and vehicle dynamic simulation-based performance function considering the failure model of rollover were presented, respectively, according to crash types of vehicle occurring on the curve road. Monte Carlo sampling was used to solve reliability. Followed by a parametric study, the results show that the probability of skidding calculated by the vehicle dynamic simulation is larger than that by point-mass model; and the probability of failure decreases with increasing superelevation, while rises with increasing road slope. It indicates that the current horizontal curve design oversimplifies vehicle model, ignores vehicle transient responses, and separates the horizontal and vertical alignments, which could be adverse for vehicles navigating the curved road.

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Acknowledgments

This research is sponsored in part by the National Science Foundation (NSF) under Grant CMMI-0408390 and NSF CAREER Award CMMI-0644552, by the American Chemical Society Petroleum Research Foundation under Grant PRF-44468-G9, by National Science Foundation of China under Grant No. 51050110143, by Huoyingdong Educational Foundation under Grant No. 114024, by Jiangsu Natural Science Foundation under Grant No. SBK200910046, by Jiangsu Postdoctoral Foundation under Grant No. 0901005C, by West Development Fund of Ministry of Communication of China and by Shanxi, Anhui and Shandong Departments of Transportations, to which the authors are very grateful.

References

Andjus, V., and Mihailo, M. (1998). “Speeds of cars on horizontal curves.”, Transportation Research Board, Washington, DC, 42–47.
Charles, C. (1981). “Application of an optimal preview control for simulation of closed-loop automobile driving.” IEEE Transactions of Systems, Man and Cybernetics, 11(6), 393–399.
Easa, S. M. (1993). “Reliability-based design of intergreen interval at traffic signals.” J. Transp. Eng., 119(2), 255–271.
Easa, S. M. (1994). “Reliability-based design of sight distance at railroad grade crossings.” Transport. Res. Pol. Pract., 28(1), 1–15.
Easa, S. M. (2000). “Reliability approach to intersection sight distance design.”, Transportation Research Board, Washington, DC, 42–52.
Echaveguren, T., Bustos, M., and de Solminihac, H. (2005). “Assessment of horizontal curves of an existing road using reliability analysis concepts.” Can. J. Civ. Eng., 32(6), 1030–1038.
El Khoury, J., and Hobeika, A. G. (2007). “Assessing the risk in the design of passing sight distances.” J. Transp. Eng., 133(6), 370–377.
Ellingwood, B., Galambos, T., MacGregor, J., and Cornell, C. (1980). Development of a probability based load criterion for American National Standard A58, U.S. Dept. of Commerce, Washington, DC.
Emmanuel, L. F. (1996). Reliability based design for roadway horizontal curves, Univ. of British Columbia, Vancouver, BC.
Faghri, A., and Demetsky, M. (1988). “Reliability and risk assessment in the prediction of hazards at rail-highway grade crossing.”, Transportation Research Board, Washington, DC, 45–51.
Fambro, D., Koppa, R., Picha, D., and Fitzpatrick, K. (2000). “Driver Braking Performance in Stopping sight distance situations.”, Transportation Research Board, Washington, DC, 9–16.
Ibrahim, S., and Sayed, T. (2011). “Developing safety performance functions incorporating reliability based risk measures.” Accident Anal. Prev., 43(6), 2153–2159.
Ismail, K., and Sayed, T. (2009). “Risk-based framework for accommodating uncertainty in highway geometric design.” Can. J. Civ. Eng., 36(5), 743–753.
Ismail, K., and Sayed, T. (2010) “Risk-based highway design: Case studies from British Columbia, Canada.”, Transportation Research Board, Washington, DC, 3–13.
Kim, Y., Kim, G., and Lim, J. (2005). “Sensitivity analysis of commercial vehicle parameters on dynamic rollover.” Proc., 13th IPC on Automotive Engineering, South Korea.
Lamm, R., Paroamps, B., and Mailaender, T. (1999). Roadway design and traffic safety engineering handbook, McGraw-Hill Companies, New York.
Melchers, R. (1999). Structural reliability analysis and probability, Wiley, Chichester, UK.
Mintsis, G. (1988). “Speed distributions on road curves.” Transportation Research Group, Dept. of Civil Engineering, Univ. of Southampton, Southampton, UK.
Navin, F. P. D. (1990). “Safety factors for road design: Can they be estimated?”, Transportation Research Board, Washington, DC, 181–189.
Navin, F. P. D. (1992). “Reliability indices for road geometric design.” Can. J. Civ. Eng., 19(5), 760–766.
Richl, L., and Sayed, T. (2006). “Evaluating the safety risk of narrow medians using reliability analysis.” J. Transport. Eng., 132(5), 366–375.
Shim, T., and Ghike, C. (2007). “Understanding the limitations of different vehicle models for roll dynamics studies.” Vehicle System Dynamic, 45(3), 191–216.
Su, Z. (2007). Study on vehicle dynamic stability control on steering and braking maneuvers, Chongqing Univ., Chongqing, China.
Wong, Y. D., and Nicholson, A. (1992). “Driver behavior at horizontal curves: Risk compensation and the margin of safety.” Accid. Anal. Prev., 24(4), 425–436.
Yu, Z. (2009). Automobile theory, 5th Ed., China Machine Press, Beijing.
Zheng, Z. R. (1997). Application of reliability theory to roadway geometric design, Ph.D. thesis, Univ. of British Columbia, Vancouver, BC, Canada.

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Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 139Issue 8August 2013
Pages: 804 - 813

History

Received: Jan 7, 2012
Accepted: Mar 12, 2013
Published online: Mar 14, 2013
Published in print: Aug 1, 2013
Discussion open until: Aug 14, 2013

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Authors

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School of Transportation Engineering, Southeast Univ., Nanjing, 210096, China. E-mail: [email protected]
M.ASCE
Dept. of Civil Engineering, Catholic Univ. of America, Washington, DC (corresponding author). E-mail: [email protected]

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