Inqiad, Waleed Bin, Kechavarzi, Cedric, Sheil, Brian, Schooling, Jennifer, DeJong, Matthew and Alexakis, Haris (2025). Condition assessment of an ageing railway bridge using FBG dynamic strain data over 8 years. IN: Experimental Vibration Analysis for Civil Engineering Structures. Cunha, Alvaro and Caetano, Elsa (eds) Lecture Notes in Civil Engineering (LNCE), 3 (1). PRT: Springer, Cham.
Abstract
Masonry arch bridges constitute a significant portion of the European rail network. Many of these structures have been in operation for over a century and have demonstrated resilience in undertaking increasing rail loads to meet modern traffic demands. However, today they suffer from localised failures due to the combined action of material weathering, fatigue loading, and pier settlements, which raises serviceability concerns for infrastructure managers. Furthermore, their structural performance assessment is particularly challenging due to the high heterogeneous and discontinuous nature of ageing masonry. Thus, to underscore the importance of long-term condition assessment of railway infrastructure, this paper presents a comparative analysis of monitoring data gathered from a network of fibre Bragg grating (FBG) sensors installed on a deteriorated Victorian railway viaduct over an 8-year period (2016 to 2024). The study presents a methodology for assessing mechanical damage by observing variations in the dynamic strain response during train loading, beyond normal seasonal effects. Signal processing and statistical analysis of the most recent dataset (2024) confirm that the overall dynamic deformation of the bridge remains stable, although new localised strain variations are observed along the transverse sensor arrays near the most damaged pier of the bridge. This underscores the importance of having a fine network of sensors to capture local response variations and identify critical regions undergoing potential deterioration. To this end, the fibre optic monitoring system installed has been highly consistent over the years, making it an attractive option to support the long-term monitoring of ageing infrastructure.
Publication DOI: | https://doi.org/10.1007/978-3-031-96114-4_47 |
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Divisions: | College of Engineering & Physical Sciences > School of Infrastructure and Sustainable Engineering > Civil Engineering College of Engineering & Physical Sciences Aston University (General) |
Additional Information: | Copyright © 2025 The Author(s), under exclusive license to Springer Nature Switzerland AG. This version of the article has been accepted for publication, after peer review and is subject to Springer Nature’s AM terms of use [ https://www.springernature.com/gp/open-research/policies/accepted-manuscript-terms ] but is not the Version of Record and does not reflect post-acceptance improvements, or any corrections. The Version of Record is available online at: https://doi.org/10.1007/978-3-031-96114-4_47 |
Event Title: | EVACES 2025 |
Event Type: | Other |
Event Location: | Faculty of Engineering of the University of Porto (FEUP) |
Event Dates: | 2025-07-02 - 2025-07-04 |
ISBN: | 9783031961137 (hbk), 9783031961168 (pbk), 9783031961144 |
Last Modified: | 03 Oct 2025 07:29 |
Date Deposited: | 05 Mar 2025 11:49 |
Full Text Link: | |
Related URLs: |
https://link.sp ... -031-96114-4_47
(Publisher URL) |
PURE Output Type: | Conference contribution |
Published Date: | 2025-10-01 |
Accepted Date: | 2025-03-04 |
Authors: |
Inqiad, Waleed Bin
Kechavarzi, Cedric Sheil, Brian Schooling, Jennifer DeJong, Matthew Alexakis, Haris ( ![]() |