Effect of Beam Profile Size on Bus Superstructure Strength Having Rollover Crash

Abstract:

This paper deals with structural analysis of bus superstructure undergoes rollover event. Bus superstructure with varying beam profile size will undergo rollover simulations analysis. The purpose of this work is to analyze structural response of bus superstructure in terms of deformation, stress and strain under several loadings and constraining conditions. These rollover simulations were run according to United Nation Economic Commission of Europe Regulation 66 (UNECE R66). Validation procedure using simple box modeled undergoes rollover have been done to ensure the results are synchronized with real problem. An interaction with bus coach builder allows author acquired accurate bus superstructure dimensions before designing the mathematical model in finite element analysis software. Three full-scale bus superstructures mathematical model with difference cant-rail horizontal roof beam profile size was developed and the deformation of superstructure during and after rollover testing had been study. Analyses suggested that one of the contributing factors that lead to the failure of bus having rollover accident is cant-rail and roof structure profile size.

• Periodical: Applied Mechanics and Materials (Volume 372)
• Pages: 620-629
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.372.620
• Online since: August 2013
• Authors: Mustafa Bin Yusof, Mohammad Amirul Affiz Bin Afripin
• Keywords: Beam Profile, BUS, Rollover, Strength, Superstructure, UNECE Regulation 66

References

[1] United Nations; Strength of the superstructure of large passenger vehicles. Regulation 66. Revision 1. http: /www. ECE. org/trans/main/wp29regs/ro66r1e. pdf.

[2] Kecman D., and Tidbury G.H., Optimisation of a Bus Superstructure from the Rollover Safety Point of View. Tenth Intenational technical Conference on Experimental Safety Vehicles, Oxford, England, (1985).

[3] White D.M., P.S.V., Rollover Stability, Tenth International Technical Conference on Experimental Safety Vehicles, Oxford, England, (1985).

[4] Botto P., Caillieret M.C., Patel A., Got C., and Tarriere C., Passenger Protection in Single and Double-Decker Coaches in Tipping Over, Thirteenth International Technical conference on Experimental Safety Vehicles, Paris, France, (1991).

[5] Mustafa Y., and Affiz M.A., Effect of Mass on Bus Superstructure Strength Having Rollover Crash, World Academy Science, Engineering and Technology Conference, Kuala Lumpur, Malaysia, (2012).

[6] Bojanowski C., Wekezer J., Kwaniewski L., Kownacki J., Florida Standard for Crashworthiness and Safety Evaluation of Paratransit Buses. Paper Number 09-0261.

[7] Bish, Jack, Nash, Carl E., Paskin, Allan, H., Terence and Friedman, Donald, An Evaluation of Production Vehicle Roof Strength, 2004 ASME International Mechanical Engineering Congress and Exposition, November 2004, IMECE2004-59885, California, USA.

DOI: 10.1115/imece2004-59885