Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/106320
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dc.contributorDepartment of Mechanical Engineering-
dc.creatorWang, Ken_US
dc.creatorCao, Wen_US
dc.creatorSu, Zen_US
dc.date.accessioned2024-05-09T00:52:42Z-
dc.date.available2024-05-09T00:52:42Z-
dc.identifier.isbn978-981-15-9198-3en_US
dc.identifier.isbn978-981-15-9199-0 (eBook)en_US
dc.identifier.urihttp://hdl.handle.net/10397/106320-
dc.descriptionSecond World Congress on Condition Monitoring, WCCM 2019, 2-5 December 2019, Marina Bay Sands, Singaporeen_US
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.rights© Springer Nature Singapore Pte Ltd. 2021en_US
dc.rightsThis version of the article has been accepted for publication, after peer review (when applicable) and is subject to Springer Nature’s AM terms of use(https://www.springernature.com/gp/open-research/policies/accepted-manuscript-terms), but is not the Version of Record and does not reflect post-acceptance improvements, or any corrections. The Version of Record is available online at: https://doi.org/10.1007/978-981-15-9199-0_57.en_US
dc.subjectCondition contrastingen_US
dc.subjectDiffuse ultrasonic waveen_US
dc.subjectFatigue cracken_US
dc.subjectHigh-speed railwayen_US
dc.subjectIn situ structural health monitoringen_US
dc.titleIn situ condition monitoring of high-speed rail tracks using diffuse ultrasonic waves : from theory to applicationsen_US
dc.typeConference Paperen_US
dc.identifier.spage601en_US
dc.identifier.epage609en_US
dc.identifier.doi10.1007/978-981-15-9199-0_57en_US
dcterms.abstractReal-time condition monitoring is a critical step to warrant the integrity of rail tracks in bourgeoning high-speed railway (HSR) industry. Nevertheless, existing damage identification, condition monitoring and structural health monitoring (SHM) approaches, despite their proven effectiveness in laboratory demonstration, are restricted from in-situ implementation in engineering practice. By leveraging authors’ continued endeavours, an in situ health and condition monitoring framework, using actively generated diffuse ultrasonic waves (DUWs) and a benchmark-free condition-contrasting algorithm, has been developed and deployed. Fatigue cracks in the tracks show unique contact behaviours under different conditions of external loads and further disturb DUW propagation, and the crack growth induced by external loads can also alternate DUW propagation. By contrasting DUW propagation traits, fatigue cracks in rail tracks can be characterised quantitatively and the holistic condition of the tracks can be evaluated in a real-time manner. Compared with guided wave- or acoustic emission-based methods, the DUW-driven inspection philosophy exhibits immunity to ambient noise and measurement uncertainty, less dependence on baseline signals, and high robustness in atrocious engineering conditions. Conformance tests are performed on rail tracks, in which the evolution of fatigue damage is monitored continuously and quantitatively, demonstrating effectiveness, reliability and robustness of DUW-driven condition monitoring towards HSR applications.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationAdvances in Condition Monitoring and Structural Health Monitoring: WCCM 2019, p. 601-609.en_US
dcterms.issued2019-
dc.identifier.scopus2-s2.0-85102625485-
dc.relation.conferenceWorld Congress on Condition Monitoring [WCCM]-
dc.description.validate202405 bcch-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberME-0139-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Natural Science Foundation of Chinaen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS47841247-
dc.description.oaCategoryGreen (AAM)en_US
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