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Detecting railway bridge scour using in-service train signals and machine learning tools

 Detecting railway bridge scour using in-service train signals and machine learning tools
Author(s): , , , ,
Presented at IABSE Congress: Beyond Structural Engineering in a Changing World, San José, Cost Rica, 25-27 Seotember 2024, published in , pp. 946-952
DOI: 10.2749/sanjose.2024.0946
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Instrumenting a train crossing over a bridge with a scour problem and acquiring signals presents an alternative approach to traditional scour detection techniques. The study utilizes displacement m...
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Bibliographic Details

Author(s): (University of Minho, ISISE, ARISE, Department of Civil Engineering, Guimarães, Portugal)
(University of Minho, ISISE, ARISE, Department of Civil Engineering, Guimarães, Portugal)
(University of Minho, ISISE, ARISE, Department of Civil Engineering, Guimarães, Portugal)
(School of Civil Engineering, University College Dublin, Dublin, Ireland)
(Department of Structural Engineering, Norwegian University of Science & Technology NTNU, Trondheim, Norway)
Medium: conference paper
Language(s): English
Conference: IABSE Congress: Beyond Structural Engineering in a Changing World, San José, Cost Rica, 25-27 Seotember 2024
Published in:
Page(s): 946-952 Total no. of pages: 7
Page(s): 946-952
Total no. of pages: 7
DOI: 10.2749/sanjose.2024.0946
Abstract:

Instrumenting a train crossing over a bridge with a scour problem and acquiring signals presents an alternative approach to traditional scour detection techniques. The study utilizes displacement measurements obtained via a conveniently integrated system on a 6-axle vehicle crossing a railway bridge. Given that the measurements provided correspond to the healthy state of the bridge, scoured state vehicle crossings are synthetically generated with a vehicle-bridge interaction model. The bridge's pier stiffness is determined through a Cross-Entropy optimization algorithm that minimizes the sum of squared differences between measured track irregularities and Finite Element model-calculated displacements combined with rail irregularities. The variation between the healthy and scoured states of the bridge is utilized as a damage indicator. The case study is extended to the network level through Machine Learning (ML) algorithms.

Keywords:
bridge scour machine learning algorithms indirect monitoring Cross entropy optimization RILA system moving Reference Influence Lines