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Wavelet-based operating deflection shapes for locating scour-related stiffness losses in multi-span bridges

OBrien, Eugene J.; McCrum, Daniel P.; Khan, Muhammad Arslan; Prendergast, Luke J.

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Authors

Eugene J. OBrien

Daniel P. McCrum

Muhammad Arslan Khan



Abstract

Scour erosion poses a significant risk to bridge safety worldwide and affects the stiffness of the soil-foundation system, resulting in global changes in the dynamic behavior of the bridges. In this paper, a new approach to detect scour at multiple locations is proposed, using wavelet-based Operating Deflection Shape (ODS) amplitudes. A numerical model of a bridge with four simply supported spans resting on piers is used to test the approach. Scour is modelled as a reduction in vertical foundation stiffness under one or multiple bridge piers. A fleet of passing trucks, modelled as half-car vehicles, are used to excite the bridge to enable structural accelerations be calculated at each support. The approach is shown to be effective with acceleration measurements at each support location in a multi-span bridge. Using a fleet of passing vehicles, the temporal accelerations measured at each support are averaged and transformed into the frequency–spatial domain, in order to estimate the wavelet-based ODS for a given scour case. A damage indicator is postulated based on differences between the ODS of healthy and scoured bridge cases. The damage indicator enables visual identification of the location of scoured piers considering a range of natural frequencies of the system.

Citation

OBrien, E. J., McCrum, D. P., Khan, M. A., & Prendergast, L. J. (2023). Wavelet-based operating deflection shapes for locating scour-related stiffness losses in multi-span bridges. Structure and Infrastructure Engineering, 19(2), 238-253. https://doi.org/10.1080/15732479.2021.1937235

Journal Article Type Article
Acceptance Date Mar 21, 2021
Online Publication Date Jun 12, 2021
Publication Date Feb 1, 2023
Deposit Date Mar 22, 2021
Publicly Available Date Jun 13, 2022
Journal Structure and Infrastructure Engineering
Print ISSN 1573-2479
Electronic ISSN 1744-8980
Peer Reviewed Peer Reviewed
Volume 19
Issue 2
Pages 238-253
DOI https://doi.org/10.1080/15732479.2021.1937235
Keywords Geotechnical Engineering and Engineering Geology; Mechanical Engineering; Ocean Engineering; Civil and Structural Engineering; Safety, Risk, Reliability and Quality; Building and Construction
Public URL https://nottingham-repository.worktribe.com/output/5411869
Publisher URL https://www.tandfonline.com/doi/full/10.1080/15732479.2021.1937235

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