Application of digital image correlation in structural health monitoring of bridge infrastructures: A review

A vision-based approach has been employed in Structural Health Monitoring (SHM) of bridge infrastructure. The approach has many advantages: non-contact, non-destructive, long-distance, high precision, immunity from electromagnetic interference, and multiple-target monitoring. This review aims to sum...

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书目详细资料
发表在:Infrastructures
主要作者: Mousa M.A.; Yussof M.M.; Udi U.J.; Nazri F.M.; Kamarudin M.K.; Parke G.A.R.; Assi L.N.; Ghahari S.A.
格式: Review
语言:English
出版: MDPI 2021
在线阅读:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85121564697&doi=10.3390%2finfrastructures6120176&partnerID=40&md5=62caf07d061a845ad9d72961dbc76066
实物特征
总结:A vision-based approach has been employed in Structural Health Monitoring (SHM) of bridge infrastructure. The approach has many advantages: non-contact, non-destructive, long-distance, high precision, immunity from electromagnetic interference, and multiple-target monitoring. This review aims to summarise the vision-and Digital Image Correlation (DIC)-based SHM methods for bridge infrastructure because of their strategic significance and security concerns. Four different bridge types were studied: concrete, suspension, masonry, and steel bridge. DIC applications in SHM have recently garnered attention in aiding to assess the bridges’ structural response mechanisms under loading. Different non-destructive diagnostics methods for SHM in civil infrastructure have been used; however, vision-based techniques like DIC were only developed over the last two decades, intending to facilitate damage detection in bridge systems with prompt and accurate data for efficient and sustainable operation of the bridge structure throughout its service life. Research works reviewed in this article demonstrated the DIC capability to detect damage such as cracks, spalling, and structural parameters such as deformation, strains, vibration, deflection, and rotation. In addition, the reviewed works indicated that the DIC as an efficient and reliable technique could provide sustainable monitoring solutions for different bridge infrastructures. © 2021 by the authors. Licensee MDPI, Basel, Switzerland.
ISSN:24123811
DOI:10.3390/infrastructures6120176