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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 98
PROCEEDINGS OF THE FIRST INTERNATIONAL CONFERENCE ON RAILWAY TECHNOLOGY: RESEARCH, DEVELOPMENT AND MAINTENANCE Edited by: J. Pombo
Paper 129
Sharp Curve Negotiation Analysis of Tramcar Vehicles with Different Bogie Architectures R. Corradi, G. Diana and A. Facchinetti
Department of Mechanical Engineering, Politecnico di Milano, Italy R. Corradi, G. Diana, A. Facchinetti, "Sharp Curve Negotiation Analysis of Tramcar Vehicles with Different Bogie Architectures", in J. Pombo, (Editor), "Proceedings of the First International Conference on Railway Technology: Research, Development and Maintenance", Civil-Comp Press, Stirlingshire, UK, Paper 129, 2012. doi:10.4203/ccp.98.129
Keywords: tramcars, sharp curves, contact forces, independently rotating wheels.
Summary
Modern articulated tramcars are characterised by structural configurations and design solutions (e.g. low-floor cars, independently rotating wheels, resilient wheels, etc.) which can significantly differ from those of traditional rail vehicles. Moreover, the operating conditions in tramways show peculiar characteristics (sharp curves, grooved rails, etc.) which require specific investigation.In particular, when dealing with sharp curve negotiation, the analysis of the contact forces at the wheel-rail interface is of fundamental importance for all the key aspects of tramway operation including: safety, limitation of the wear rates in rail-wheel profiles, squeal noise mitigation. The purpose of this paper is to show how these contact forces change with variable bogie architecture.
All the analyses presented are based on vehicle multi-body simulations, carried out by means of a numerical model specifical for tramcars, which was developed at the Politecnico di Milano [1]. The numerical model was validated by comparing the simulation results with the experimental data collected during tests carried out both on-line and on a full-scale test-rig [2,3]. In the first part of the paper attention is focused on the steady-state behaviour in a curve, considering:
References
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