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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 208
The Influence of Track Elasticity when travelling on a Railway Turnout R.F. Lagos1, A. San Emeterio2, J. Vinolas3, A. Alonso2 and M. Aizpun1
1School of Mechanical Engineering, Pontificia Universidad Católica de Valparaíso, Chile
R.F. Lagos, A. San Emeterio, J. Vinolas, A. Alonso, M. Aizpun, "The Influence of Track Elasticity when travelling on a Railway Turnout", in J. Pombo, (Editor), "Proceedings of the Second International Conference on Railway Technology: Research, Development and Maintenance", Civil-Comp Press, Stirlingshire, UK, Paper 208, 2014. doi:10.4203/ccp.104.208
Keywords: turnouts, switches and crossings, track geometry, track elasticity, dynamic vehicle-turnout interaction, railway, PAD, multibody models.
Summary
In recent years, different transport systems have been largely improved. However,
some problems still need to be solved if railways want to be the transport of the
future. Among these are the high cost of infrastructure and its maintenance, the
requirements to assure low noise levels and low transmission of vibrations in the
areas close to the track and stations.
Turnouts, one of the most critical elements on the track, are studied in this
paper. Mathematical models were developed in order to conduct a detailed analysis
of a vehicle passing through a turnout. These models were used to implement
multibody models, which reproduce the phenomena involved in vehicle/turnout
interaction.
The research analyses the validity and accuracy of multibody tools and how
they can be used to improve the design process of turnouts.
In particular the influence of the turnout geometry and track elasticity has been
investigated and also how these parameters could be optimized to improve vehicle
movements.
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