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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 216
Modelling the Effect of Wheel Flat on Railway-Induced Ground Vibrations G. Alexandrou, G. Kouroussis and O. Verlinden
Department of Theoretical Mechanics, Dynamics and Vibrations, Faculty of Engineering, Université de Mons (UMONS), Belgium G. Alexandrou, G. Kouroussis, O. Verlinden, "Modelling the Effect of Wheel Flat on Railway-Induced Ground Vibrations", in J. Pombo, (Editor), "Proceedings of the Second International Conference on Railway Technology: Research, Development and Maintenance", Civil-Comp Press, Stirlingshire, UK, Paper 216, 2014. doi:10.4203/ccp.104.216
Keywords: railway ground vibrations, multibody model, wheel flat, vehicle dynamics, wheel-rail contact, track deflection.
Summary
One of the most important irregularities in low speed trains is a flat on a wheel
of the vehicle since it can cause large dynamic impact forces. The first part of this
paper aims to investigate the behaviour of the wheel-rail contact when the wheel
has a flat irregularity and travels with constant speed. The modelling of wheel-rail
interface has been done using a non-linear Hertzian contact. The second part of the
study attempts to model the effects of the wheel flat on railways-induced ground
vibration by employing a prediction scheme based on a two-step approach. The first
subproblem concerns the interaction between the vehicle and the track. Results of the
simulation, more specifically the ballast reactions, are used in a second subproblem
where the free field ground response is computed using a full 3-D finite/infinite model
of soil under the commercial software ABAQUS. Various analyses were conducted
for different vehicle speeds and sizes of the wheel flat on the case of T2000 tram in
Brussels. Results of the study showed that a small wheel flat can affect significantly
the impact forces transferred to the ground even at low speeds.
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