The optimal strength of shear pins

Requirements in point run-throughs

T. Colantuono, Ilaria Grossoni, Paul Allen, Paul Molyneux-berry, P. Borczyk

Research output: Contribution to journalArticle

1 Citation (Scopus)

Abstract

In this study, a mathematical modelling work has been carried out to investigate the potential of the use of shear pins within London Underground Switch and Crossing electric point machine drives to protect against run-through derailments. The review is based on a need to minimise the risks of derailment and to better understand the risks associated with run-through. The study has been accomplished in two stages: analytical modelling to establish the stiffness of the switch blade followed by vehicle dynamics modelling to analyse the wheel climb-out events and the resultant loadings on the shear pins. A range of shear pin strengths and vehicle-track parameters has been considered. A post-processing routine has been developed to enable a thorough study on the relationship between vehicle-track parameters, strength of shear pins, failure rates and the risk of vehicle derailment. A good agreement between the modelling results and the current shear pin’s ability to protect against derailments has been found. Ultimately, the potential to increase the strength of shear pins has been analysed in order to protect the vehicles against fatigue failure.
Original languageEnglish
Pages (from-to)606-619
Number of pages14
JournalProceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit
Volume232
Issue number2
Early online date12 Dec 2016
DOIs
Publication statusPublished - 1 Feb 2018

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Derailments
Switches
Wheels
Stiffness
Fatigue of materials
Processing

Cite this

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title = "The optimal strength of shear pins: Requirements in point run-throughs",
abstract = "In this study, a mathematical modelling work has been carried out to investigate the potential of the use of shear pins within London Underground Switch and Crossing electric point machine drives to protect against run-through derailments. The review is based on a need to minimise the risks of derailment and to better understand the risks associated with run-through. The study has been accomplished in two stages: analytical modelling to establish the stiffness of the switch blade followed by vehicle dynamics modelling to analyse the wheel climb-out events and the resultant loadings on the shear pins. A range of shear pin strengths and vehicle-track parameters has been considered. A post-processing routine has been developed to enable a thorough study on the relationship between vehicle-track parameters, strength of shear pins, failure rates and the risk of vehicle derailment. A good agreement between the modelling results and the current shear pin’s ability to protect against derailments has been found. Ultimately, the potential to increase the strength of shear pins has been analysed in order to protect the vehicles against fatigue failure.",
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The optimal strength of shear pins : Requirements in point run-throughs. / Colantuono, T.; Grossoni, Ilaria; Allen, Paul; Molyneux-berry, Paul; Borczyk, P.

In: Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, Vol. 232, No. 2, 01.02.2018, p. 606-619.

Research output: Contribution to journalArticle

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AU - Colantuono, T.

AU - Grossoni, Ilaria

AU - Allen, Paul

AU - Molyneux-berry, Paul

AU - Borczyk, P.

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AB - In this study, a mathematical modelling work has been carried out to investigate the potential of the use of shear pins within London Underground Switch and Crossing electric point machine drives to protect against run-through derailments. The review is based on a need to minimise the risks of derailment and to better understand the risks associated with run-through. The study has been accomplished in two stages: analytical modelling to establish the stiffness of the switch blade followed by vehicle dynamics modelling to analyse the wheel climb-out events and the resultant loadings on the shear pins. A range of shear pin strengths and vehicle-track parameters has been considered. A post-processing routine has been developed to enable a thorough study on the relationship between vehicle-track parameters, strength of shear pins, failure rates and the risk of vehicle derailment. A good agreement between the modelling results and the current shear pin’s ability to protect against derailments has been found. Ultimately, the potential to increase the strength of shear pins has been analysed in order to protect the vehicles against fatigue failure.

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