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Railway track monitoring using drive-by measurements
Date Issued
2017-10
Date Available
2019-04-04T09:19:15Z
Abstract
This paper presents the possibility of detecting considerable changes in track stiffness using the measurements from a laser vibrometer installed on a passing train. A numerical model of a two-dimensional train-track system is implemented in Matlab using the finite element method. The loss of stiffness in the track is modeled by reducing the stiffness of the sub-ballast layer of the track at specified points. The instantaneous velocity of the rail under the train is measured using four laser vibrometers mounted on the train. The simulations show that a change in the sub ballast stiffness of the track can be detected and located from the drive-by measurements.
Sponsorship
Science Foundation Ireland
Type of Material
Conference Publication
Web versions
Language
English
Status of Item
Peer reviewed
Conference Details
The Fifteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-15), Xi'an, China, 11-13 October 2017
This item is made available under a Creative Commons License
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Name
Final_submission.pdf
Size
512.27 KB
Format
Adobe PDF
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