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dc.contributor.authorGe, L
dc.contributor.authorKoo, KY
dc.contributor.authorWang, M
dc.contributor.authorBrownjohn, J
dc.contributor.authorDan, D
dc.date.accessioned2023-05-30T12:27:53Z
dc.date.issued2023-05-05
dc.date.updated2023-05-30T11:24:52Z
dc.description.abstractThis study presents an experimental validation for a high-precision vision-based Displacement Influence Line (DIL) measurement system for a purpose of damage detection on bridges. The vision-based DIL measurement system is a promising tool for structural health monitoring on real operation bridges, which combines two Computer Vision subsystems and weigh-in-motion (WIM) devices. Two vision systems are utilized for tracking vehicle position and measuring structural displacement, while the WIM device obtains vehicle weight information. To demonstrate the feasibility of such a vision-based DIL measurement system, this study developed a vision system using a Go-Pro camera for vehicle positioning and a consumer grade camera for displacement measurement, followed by a series of laboratory experiments on a simply supported bridge using vision-based DILs to assess damage existence and localisation. Five damage scenarios were created by restrengthening the test structure instead of damaging it. Each restrengthened structure was considered intact while the original structure was considered damaged. Vision-based DIL measurements were repeated 12 times for each damage scenario to observe uncertainties in damage localisation as well as DILs. As the measured DILs were found adversely affected by the friction on the boundary supports, the Chordwise Displacement Influence Line (cw-DIL) approach was proposed to compensate for this effect. Damage-induced cw-DILs were shown to be able to assess damage existence and localisation successfully and consistently for all five damage scenarios.en_GB
dc.description.sponsorshipFundamental Research Funds for the Central Universitiesen_GB
dc.description.sponsorshipZhejiang Zhoushan Sea-crossing Bridge Co Ltd.en_GB
dc.description.sponsorshipChina Railway Siyuan Survey and Design Group Co., Ltd.en_GB
dc.description.sponsorshipNational Natural Science Foundation of China (NSFC)en_GB
dc.identifier.citationVol. 288, article 116185en_GB
dc.identifier.doihttps://doi.org/10.1016/j.engstruct.2023.116185
dc.identifier.grantnumber20210205en_GB
dc.identifier.grantnumber2020K-006-1en_GB
dc.identifier.grantnumber51878490en_GB
dc.identifier.urihttp://hdl.handle.net/10871/133248
dc.identifierORCID: 0000-0001-8801-3073 (Koo, Ki Young)
dc.identifierScopusID: 8934228700 (Koo, Ki Young)
dc.identifierResearcherID: I-5386-2014 (Koo, Ki Young)
dc.identifierORCID: 0000-0003-4946-5901 (Brownjohn, James)
dc.identifierScopusID: 57204495255 (Brownjohn, James)
dc.language.isoenen_GB
dc.publisherElsevieren_GB
dc.rights.embargoreasonUnder embargo until 5 May 2024 in compliance with publisher policyen_GB
dc.rights© 2023 Elsevier Ltd. This version is made available under the CC-BY-NC-ND 4.0 license: https://creativecommons.org/licenses/by-nc-nd/4.0/  en_GB
dc.subjectBridge damage detectionen_GB
dc.subjectVision-based measurementen_GB
dc.subjectVehicle-induced displacementsen_GB
dc.subjectInfluence lineen_GB
dc.subjectChangeable load speeden_GB
dc.titleBridge damage detection using precise vision-based displacement influence lines and weigh-in-motion devices: Experimental validationen_GB
dc.typeArticleen_GB
dc.date.available2023-05-30T12:27:53Z
dc.identifier.issn0141-0296
exeter.article-number116185
dc.descriptionThis is the author accepted manuscript. The final version is available from Elsevier via the DOI in this recorden_GB
dc.descriptionData availability: Data will be made available on request.en_GB
dc.identifier.eissn1873-7323
dc.identifier.journalEngineering Structuresen_GB
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/  en_GB
dcterms.dateAccepted2023-04-18
rioxxterms.versionAMen_GB
rioxxterms.licenseref.startdate2023-05-05
rioxxterms.typeJournal Article/Reviewen_GB
refterms.dateFCD2023-05-30T12:31:36Z
refterms.versionFCDAM
refterms.panelBen_GB


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© 2023 Elsevier Ltd. This version is made available under the CC-BY-NC-ND 4.0 license: https://creativecommons.org/licenses/by-nc-nd/4.0/  
Except where otherwise noted, this item's licence is described as © 2023 Elsevier Ltd. This version is made available under the CC-BY-NC-ND 4.0 license: https://creativecommons.org/licenses/by-nc-nd/4.0/