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  5. Railway track monitoring using drive-by measurements
 
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Railway track monitoring using drive-by measurements

Author(s)
Malekjafarian, Abdollah  
O'Brien, Eugene J.  
Cantero, Daniel  
Uri
http://hdl.handle.net/10197/9812
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
Subjects

Railway

Track monitoring

Drive-by

Train-track interacti...

Web versions
https://eventegg.com/easec/
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
https://creativecommons.org/licenses/by-nc-nd/3.0/ie/
File(s)
No Thumbnail Available
Name

Final_submission.pdf

Size

512.27 KB

Format

Adobe PDF

Checksum (MD5)

1d6729f974e5eac4e724bd973f6402a5

Owning collection
Civil Engineering Research Collection

Item descriptive metadata is released under a CC-0 (public domain) license: https://creativecommons.org/public-domain/cc0/.
All other content is subject to copyright.

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