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Civil-Comp Proceedings
ISSN 1759-3433
CCP: 104
PROCEEDINGS OF THE SECOND INTERNATIONAL CONFERENCE ON RAILWAY TECHNOLOGY: RESEARCH, DEVELOPMENT AND MAINTENANCE
Edited by: J. Pombo
Paper 226

Modelling Uneven Support at Railway Crossings using a Vehicle-track Coupling System

I. Grossoni1, Y. Bezin1 and A. Alonso2

1Institute of Railway Research, University of Huddersfield, United Kingdom
2CEIT, San Sebastian, Spain

Full Bibliographic Reference for this paper
I. Grossoni, Y. Bezin, A. Alonso, "Modelling Uneven Support at Railway Crossings using a Vehicle-track Coupling System", in J. Pombo, (Editor), "Proceedings of the Second International Conference on Railway Technology: Research, Development and Maintenance", Civil-Comp Press, Stirlingshire, UK, Paper 226, 2014. doi:10.4203/ccp.104.226
Keywords: railway crossing, unsupported sleepers, vehicle-track interaction, dynamics, non-linear properties, wheel-rail contact force.

Summary
A vertical vehicle-track coupling system, including the irregularity due to an acute crossing and a non-linear model, to describe the uneven support is presented. The track system is modelled as a finite length beam resting on a triple layer discrete viscous-elastic foundation. The vehicle is represented by a half car body and a single bogie. An iterative scheme is developed to solve the problem. The influence of the travelling speed, the number of hanging sleepers and the void gap size is investigated. Finally, the results are further related to the degradation of the ballast layer for the specific conditions simulated.

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