Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/88705
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dc.contributorDepartment of Mechanical Engineering-
dc.creatorCao, SC-
dc.creatorOuyang, HJ-
dc.creatorCheng, L-
dc.date.accessioned2020-12-22T01:07:09Z-
dc.date.available2020-12-22T01:07:09Z-
dc.identifier.issn1545-2255-
dc.identifier.urihttp://hdl.handle.net/10397/88705-
dc.language.isoenen_US
dc.publisherJohn Wiley & Sonsen_US
dc.rights© 2018 The Authors. Structural Control and Health Monitoring Published by John Wiley & Sons, Ltd.en_US
dc.rightsThis is an open access article under the terms of the Creative Commons Attribution License (https://creativecommons.org/licenses/by/4.0/), which permits use, distribution and reproduction in any medium, provided the original work is properly cited.en_US
dc.rightsThe following publication Cao, S, Ouyang, H, Cheng, L. Baseline‐free multidamage identification in plate‐like structures by using multiscale approach and low‐rank modelling. Struct Control Health Monit. 2019; 26:e2293 is available at https://dx.doi.org/10.1002/stc.2293en_US
dc.subjectLaplacian of gaussianen_US
dc.subjectMode shape curvaturesen_US
dc.subjectMultidamage identificationen_US
dc.subjectRobust principal component analysisen_US
dc.titleBaseline-free multidamage identification in plate-like structures by using multiscale approach and low-rank modellingen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage1-
dc.identifier.epage15-
dc.identifier.volume26-
dc.identifier.issue2-
dc.identifier.doi10.1002/stc.2293-
dcterms.abstractDamage localisation based on structural characteristic deflection shapes (CDSs) or their spatial derivatives has been widely investigated due to their high sensitivity to local damage. Despite substantial advances in this kind of methods, several key problems must be addressed to boost their practical applications. This paper deals with three vital issues: their susceptibility to measurement noise, absence of baseline data on pristine structures, and their low effectiveness in identification of multiple damage. To tackle these problems, a statistical baseline-free multidamage identification method is proposed for plate-type structures. In this method, a Laplacian of Gaussian (LoG) filter is adopted to enhance the noise-robustness of the estimated curvatures of CDSs. Without the baseline data on pristine structures, a robust principal component analysis (PCA) is proposed to extract the damage-induced local features by using only the CDS curvatures of the damaged structure. Moreover, a robust multidamage index is defined, which has the capability of integrating the damage information of several CDSs. Finally, the feasibility and the effectiveness of LoG filter, robust PCA, and the proposed multidamage index are validated by using both numerical and experimental studies of plates with two damage zones. It is found that the two damage zones with only 10% thickness reduction can be accurately detected and localised by using the proposed multidamage identification method.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationStructural control and health monitoring, Feb. 2019, , v. 26, no. 2, e2293, p. 1-15-
dcterms.isPartOfStructural control and health monitoring-
dcterms.issued2019-02-
dc.identifier.isiWOS:000455011900004-
dc.identifier.eissn1545-2263-
dc.identifier.artne2293-
dc.description.validate202012 bcrc-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOSen_US
dc.description.pubStatusPublisheden_US
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