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Civil-Comp Proceedings
ISSN 1759-3433
CCP: 105
PROCEEDINGS OF THE NINTH INTERNATIONAL CONFERENCE ON ENGINEERING COMPUTATIONAL TECHNOLOGY
Edited by:
Paper 11

Structural Performance Analysis of the Lock Stretcher Bar in a Railway Switch

E. Stewart1, H. Hemida2 and C. Roberts1

1School of Electronic, Electrical and Computer Engineering, University of Birmingham, United Kingdom
2School of Civil Engineering, University of Birmingham, United Kingdom

Full Bibliographic Reference for this paper
E. Stewart, H. Hemida, C. Roberts, "Structural Performance Analysis of the Lock Stretcher Bar in a Railway Switch", in , (Editors), "Proceedings of the Ninth International Conference on Engineering Computational Technology", Civil-Comp Press, Stirlingshire, UK, Paper 11, 2014. doi:10.4203/ccp.105.11
Keywords: railways, switch and crossing, finite element, lock stretcher bar, save envelope.

Summary
The lock stretcher bar (LSB) is an important component of some types of railway switches in which it plays a major and dynamic role in setting the switch for and guiding the trains to the proper route. If the LSB is damaged, deformed or broken then the switching operation cannot be completed. The work presented in this paper is an investigation into the performance of the LSB under several different operational and assembly conditions. Full three-dimensional finite element (FE) simulations have been conducted on an isolated LSB from a short, shallow depth, switch to investigate its performance under various deformations and loads. To validate the FE model, experimental work has been carried out and good agreement was obtained between the measured and computed data. The FE model was then used to obtain the safe envelop of the LSBs operating range. A proposed new design variation for the LSB has been tested in simulations and its structural performance has been compared with that of the existing designs with significant improvements identified.

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