Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/116586
PIRA download icon_1.1View/Download Full Text
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorDing, Zen_US
dc.creatorLi, Len_US
dc.creatorWang, Xen_US
dc.creatorYu, Ten_US
dc.creatorXia, Yen_US
dc.date.accessioned2026-01-06T02:08:54Z-
dc.date.available2026-01-06T02:08:54Z-
dc.identifier.isbn en_US
dc.identifier.issn0141-0296en_US
dc.identifier.urihttp://hdl.handle.net/10397/116586-
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.rights© 2022 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2022. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/en_US
dc.rightsThe following publication Ding, Z., Li, L., Wang, X., Yu, T., & Xia, Y. (2023). Vibration-based FRP debonding detection using a Q-learning evolutionary algorithm. Engineering Structures, 275, 115254 is available at https://doi.org/10.1016/j.engstruct.2022.115254.en_US
dc.subjectBonding conditionen_US
dc.subjectEvolutionary algorithmen_US
dc.subjectFRP strengthened structuresen_US
dc.subjectQ-learningen_US
dc.subjectVibration propertiesen_US
dc.titleVibration-based FRP debonding detection using a Q-learning evolutionary algorithmen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage en_US
dc.identifier.epage en_US
dc.identifier.volume275en_US
dc.identifier.issue en_US
dc.identifier.doi10.1016/j.engstruct.2022.115254en_US
dcterms.abstractThe secured bonding between the externally bonded fiber reinforced polymer (FRP) and the host structure is critical to provide the composite action of the FRP strengthened structure. Conventional FRP debonding assessment is usually based on nondestructive testing methods, which have limited sensing coverage and thus cannot detect debonding far away from the sensors. In this study, the global vibration-based method is developed to identify the debonding condition of FRP strengthened structures for the first time. An FRP strengthened cantilever steel beam was tested in the laboratory. As debonding damage is non-invertible, a series of FRP debonding scenarios were specially designed by a stepwise bonding procedure in an inverse sequence. In each scenario, the first six natural frequencies and mode shapes were extracted from the modal testing and used for detecting the simulated debonding damage via the model updating technique. An l0.5 regularization is adopted to enforce sparse damage detection. A new Q-learning evolutionary algorithm is developed to solve the optimization problem by integrating the K-means clustering, Jaya, and the tree seeds algorithms. The experimental results show that the debonding condition of the FRP strengthened beam can be accurately located and quantified in all debonding scenarios. The present study provides a new FRP debonding detection approach.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationEngineering structures 15 Jan. 2023, v. 275, pt. A, 115254en_US
dcterms.isPartOfEngineering structuresen_US
dcterms.issued2023-01-15-
dc.identifier.scopus2-s2.0-85141810797-
dc.identifier.pmid -
dc.identifier.eissn1873-7323en_US
dc.identifier.artn115254en_US
dc.description.validate202601 bcch-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumbera4242b-
dc.identifier.SubFormID52399-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThis work is supported by the Theme-based Research Scheme project (T22-502/18-R), RGC-GRF (Project No. 15201920) and PolyU Postdoctoral Matching Fund (Project No. W18P and Project No. 1-W172).en_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
Files in This Item:
File Description SizeFormat 
Ding_Vibration_Based_FRP.pdfPre-Published version1.79 MBAdobe PDFView/Open
Open Access Information
Status open access
File Version Final Accepted Manuscript
Access
View full-text via PolyU eLinks SFX Query
Show simple item record

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.