Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/94240
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dc.contributorDepartment of Mechanical Engineeringen_US
dc.creatorXu, Wen_US
dc.creatorZhu, Wen_US
dc.creatorSu, Zen_US
dc.creatorCao, Men_US
dc.creatorXu, Hen_US
dc.date.accessioned2022-08-11T01:09:34Z-
dc.date.available2022-08-11T01:09:34Z-
dc.identifier.issn0022-460Xen_US
dc.identifier.urihttp://hdl.handle.net/10397/94240-
dc.language.isoenen_US
dc.publisherAcademic Pressen_US
dc.rights© 2021 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2021. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/.en_US
dc.rightsThe following publication Xu, W., et al. (2021). "A novel structural damage identification approach using damage-induced perturbation in longitudinal vibration." Journal of Sound and Vibration 496: 115932 is available at https://dx.doi.org/10.1016/j.jsv.2021.115932.en_US
dc.subjectAxial pseudo-forceen_US
dc.subjectLongitudinally vibrating structureen_US
dc.subjectStructural damage identificationen_US
dc.subjectThree-dimensional laser scanning measurementen_US
dc.subjectVibration shapeen_US
dc.titleA novel structural damage identification approach using damage-induced perturbation in longitudinal vibrationen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume496en_US
dc.identifier.doi10.1016/j.jsv.2021.115932en_US
dcterms.abstractStructural damage identification approaches relying on structural vibration shapes (VSs) have been widely developed. Among the approaches, the pseudo-force approach has attracted increasing attention during the recent decade owing to the fact that the damage-induced pseudo-force is concentrated within the damage region only and rapidly attenuates at undamaged locations. Transverse pseudo-forces (TPFs) relying on flexural VSs have been used for structural damage identification. However, the TPF approach is inapplicable to some structures governed mainly by tension and not bending, such as cables in a cable-stayed bridge, because bending effects on their flexural vibrations are much smaller compared to their tension effects. In contrast, longitudinal VSs can be useful for identifying such damages, although they are much more difficult to measure than flexural VSs. In this study, a new concept of axial pseudo-force (APF) is formulated using damage-induced perturbation in longitudinal vibration, which forms the basis of a novel damage identification approach for longitudinally vibrating structures. Unlike the TPF approach relying on transverse bending, the proposed APF approach relies on axial tension/compression. In particular, a damage index (DI) is established to indicate and locate structural damage. The multiscale analysis is integrated into the DI to enhance its robustness against environmental noise interference. A normalization strategy is further proposed to deal with unknown material and structural parameters in practical scenarios. The capability of the approach in identifying damage in longitudinally vibrating structures is analytically verified on bars with two-sided notches. The applicability of the approach is experimentally validated by identifying a two-sided notch in an aluminum bar whose longitudinal VSs were acquired through non-contact vibration measurement using a three-dimensional (3D) scanning laser vibrometer (SLV).en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of sound and vibration, 31 Mar. 2021, v. 496, 115932en_US
dcterms.isPartOfJournal of sound and vibrationen_US
dcterms.issued2021-03-31-
dc.identifier.scopus2-s2.0-85099620918-
dc.identifier.eissn1095-8568en_US
dc.identifier.artn115932en_US
dc.description.validate202208 bchyen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberME-0098-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Science Foundation; National Natural Science Foundation of Chinaen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS50566778-
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