Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/116589
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorWang, HPen_US
dc.creatorNi, YQen_US
dc.creatorDai, JGen_US
dc.creatorYuan, MDen_US
dc.date.accessioned2026-01-06T02:08:59Z-
dc.date.available2026-01-06T02:08:59Z-
dc.identifier.isbn en_US
dc.identifier.issn0964-1726en_US
dc.identifier.urihttp://hdl.handle.net/10397/116589-
dc.language.isoenen_US
dc.publisherInstitute of Physics Publishing Ltd.en_US
dc.rights© 2019 IOP Publishing Ltden_US
dc.rightsThis is the Accepted Manuscript version of an article accepted for publication in Smart Materials and Structures. IOP Publishing Ltd is not responsible for any errors or omissions in this version of the manuscript or any version derived from it. The Version of Record is available online at https://doi.org/10.1088/1361-665X/ab3add.en_US
dc.rightsThis 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.subjectInterfacial debondingen_US
dc.subjectShear stressen_US
dc.subjectSmart CFRP-FBG compositesen_US
dc.subjectStrengthened steel structuresen_US
dc.subjectStructural health monitoringen_US
dc.titleInterfacial debonding detection of strengthened steel structures by using smart CFRP-FBG compositesen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage en_US
dc.identifier.epage en_US
dc.identifier.volume28en_US
dc.identifier.issue11en_US
dc.identifier.doi10.1088/1361-665X/ab3adden_US
dcterms.abstractThe interfacial debonding detection of multi-layered strengthened structures (i.e. carbon fiber reinforced polymer (CFRP) strengthened steel/concrete beams) has always been an important problem urgent to be solved. Fiber Bragg grating (FBG) sensor is limited to directly perceive the shear strain. How to monitor the interfacial bonding state based on optical fiber sensing technology thus attracts high attention. A smart CFRP-FBG composite has then been developed in this paper. The structural integrity of the composites has been non-destructively checked by ultrasonic testing technique. Theoretical study on the strengthened steel beam has been conducted to establish a relationship between the interfacial shear stress and the normal stress of the CFRP-FBG composites. Loading tests have been performed to check the measurement accuracy of the FBGs in series and the effectiveness of the composites to perceive the interfacial debonding failure. Results indicate that the proposed smart CFRP-FBG composites can accurately identify the interfacial debonding of the multi-layered structures. The degradation process of the interfacial bonding state can be favorably reflected by the variations of strain profiles measured by the FBGs in series in the composites. The proposed method can be used to instruct the concept design of damage detection. The developed CFRP-FBG composites can be adopted to identify the damage and make in-time maintenance in practical engineering.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationSmart materials and structures, Nov. 2019, v. 28, no. 11, 115001en_US
dcterms.isPartOfSmart materials and structuresen_US
dcterms.issued2019-11-
dc.identifier.scopus2-s2.0-85075797246-
dc.identifier.pmid -
dc.identifier.eissn1361-665Xen_US
dc.identifier.artn115001en_US
dc.description.validate202601 bcch-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumbera4242b-
dc.identifier.SubFormID52403-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThe work described in this paper was supported by the Research Grants Council and Innovation and Technology Commission of the Hong Kong Special Administrative Region Govemment (Grant No. T22/502/18 and K-BBY1), National Natural Science Foundation of China (NSFC) (Project Code: 51478406 and 51908263) and The Hong Kong Polytechnic University (Project Code: 1-BBAG).en_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryGreen (AAM)en_US
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