Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/89619
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorNi, YQen_US
dc.creatorZhang, QHen_US
dc.date.accessioned2021-04-13T06:08:55Z-
dc.date.available2021-04-13T06:08:55Z-
dc.identifier.issn1475-9217en_US
dc.identifier.urihttp://hdl.handle.net/10397/89619-
dc.language.isoenen_US
dc.publisherSAGE Publicationsen_US
dc.rights© The Author(s) 2020. This article is distributed under the terms of the Creative Commons Attribution-NonCommercial 4.0 License (https://creativecommons.org/licenses/by-nc/4.0/) which permits non-commercial use, reproduction and distribution of the work without further permission provided the original work is attributed as specified on the SAGE and Open Access pages (https://us.sagepub.com/en-us/nam/open-access-at-sage).en_US
dc.rightsThe following publication Ni Y-Q, Zhang Q-H. A Bayesian machine learning approach for online detection of railway wheel defects using track-side monitoring. Structural Health Monitoring. 2021;20(4):1536-1550 is available at https://dx.doi.org/10.1177/1475921720921772.en_US
dc.subjectRailway wheelsen_US
dc.subjectDefect detectionen_US
dc.subjectTrack-side monitoringen_US
dc.subjectSparse Bayesian learningen_US
dc.subjectIntrinsic Bayes factoren_US
dc.subjectOptical fiber sensorsen_US
dc.titleA Bayesian machine learning approach for online detection of railway wheel defects using track-side monitoringen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage1en_US
dc.identifier.spage1536-
dc.identifier.epage15en_US
dc.identifier.epage1550-
dc.identifier.volume20-
dc.identifier.issue4-
dc.identifier.doi10.1177/1475921720921772en_US
dcterms.abstractWheel condition assessment is of great significance to ensure the operation safety of trains and metro systems. This study is intended to develop a Bayesian probabilistic method for online and quantitative assessment of railway wheel conditions using track-side strain-monitoring data. The proposed method is a fully data-driven, nonparametric approach without the need of a physical model. To enable defect identification using only response measurement, the measured dynamic strain responses of rail tracks during the passage of trains are processed to elicit the normalized cumulative distribution function values representative of the effect of individual wheels, which in conjunction with the frequency points are used to formulate a probabilistic reference model in terms of sparse Bayesian learning. Through cleverly realizing sparsity by introducing hyper-parameters and their priors, the sparse Bayesian learning makes the resulting model to exempt from overfitting and generalize well on unseen data. Only the monitoring data in healthy state are needed in formulating the reference model. A novel Bayesian null hypothesis significance testing in terms of scale-invariant intrinsic Bayes factor, which does not suffer from the Jeffreys–Lindley paradox, is then pursued in the presence of new monitoring data collected from possibly defective wheel(s) to detect wheel defects and quantitatively assess wheel condition. The proposed method in fully Bayesian inference framework is verified by utilizing the real-world monitoring data acquired by a distributed fiber Bragg grating–based track-side monitoring system and comparing with the offline inspection results.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationStructural health monitoring, July 2021, v. 20, no. 4, p. 1536-1550-
dcterms.isPartOfStructural health monitoringen_US
dcterms.issued2021-07-
dc.identifier.isiWOS:000539896400001-
dc.identifier.scopus2-s2.0-85086222526-
dc.identifier.eissn1741-3168en_US
dc.description.validate202104 bcvcen_US
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumbera0709-n07-
dc.identifier.SubFormID1085-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextPolyU 152014/18Een_US
dc.description.pubStatusPublisheden_US
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