A Novel Method for Railway Crossing Monitoring Based on Ambient Vibration Caused by Train-Track Interaction

Conference Paper (2020)
Author(s)

C. Shen (TU Delft - Railway Engineering)

Z. Li (TU Delft - Railway Engineering)

R.P.B.J. Dollevoet (TU Delft - Railway Engineering)

Research Group
Railway Engineering
Copyright
© 2020 C. Shen, Z. Li, R.P.B.J. Dollevoet
DOI related publication
https://doi.org/10.1007/978-3-030-38077-9_16
More Info
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Publication Year
2020
Language
English
Copyright
© 2020 C. Shen, Z. Li, R.P.B.J. Dollevoet
Research Group
Railway Engineering
Bibliographical Note
Green Open Access added to TU Delft Institutional Repository ‘You share, we take care!’ – Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public. @en
Pages (from-to)
133-141
ISBN (print)
978-3-030-38076-2
ISBN (electronic)
978-3-030-38077-9
Reuse Rights

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Abstract

Railway crossings are critical components in the rail network. They usually degrade faster than the other components. It is therefore vital to monitor their conditions using appropriate methods. This paper proposes to use the ambient vibration caused by the train-track interaction from a distance to monitor the condition of railway crossings. Both impact tests and pass-by measurements were performed on an instrumented crossing. The eigenfrequencies and mode shapes in the frequency range of 10–2000 Hz are first identified by impact tests using three different devices, i.e. a falling weight device, a big hammer and a small hammer. For the pass-by measurement, the dynamic features of both the wheel-crossing impact and ambient vibration are analyzed using time-frequency representations. It is shown that the ambient vibration signals are stationary and contain several characteristic frequencies. Then a method based on the frequency domain decomposition is applied to the ambient vibration signals to further identify the frequency components. It is found that the frequencies identified from the pass-by measurement agree well with the eigenfrequencies identified from the impact test. The proposed method can be further developed to continuously monitor the condition of railway crossings without interrupting train operations.

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