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dc.contributor.authorMalekjafarian, A.
dc.contributor.authorOBrien, Eugene J
dc.contributor.authorQuirke, Paraic
dc.contributor.authorCantero, Daniel
dc.contributor.authorGolpayegani, Fatemeh
dc.date.accessioned2021-09-10T09:19:50Z
dc.date.available2021-09-10T09:19:50Z
dc.date.created2021-09-09T12:09:43Z
dc.date.issued2021
dc.identifier.citationInfrastructures. 2021, 6 (6), .en_US
dc.identifier.issn2412-3811
dc.identifier.urihttps://hdl.handle.net/11250/2775168
dc.description.abstractThis paper presents an innovative numerical framework for railway track monitoring using acceleration measurements from sensors installed on a passenger train. A numerical model including a 10 degrees of freedom train passing over a three-layer track is employed. The bogie filtered displacement (BFD) is obtained from the bogie vertical acceleration using a numerical integration method and a band-pass filter. The BFD is compared to the filtered track longitudinal profile and can be seen to contain the main features of the track profile. This is also experimentally confirmed using field measurements where an in-service Irish Rail train was instrumented using inertial sensors. The proposed algorithm is employed to find the BFDs from the bogie accelerations. A track level survey was also undertaken to validate the measurements. It is shown that the BFDs from several passes are in good agreement with the surveyed profile. Finally, the BFDs are numerically used to find track defects such as hanging sleepers. The mean of the BFDs obtained from two populations of train passes over a healthy and a damaged track are employed to detect the loss of stiffness at the subgrade layer. The effect of the train forward speed variation and measurement noise are also investigated.en_US
dc.language.isoengen_US
dc.publisherMDPIen_US
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.titleRailway track loss-of-stiffness detection using bogie filtered displacement data measured on a passing trainen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.source.volume6en_US
dc.source.journalInfrastructuresen_US
dc.source.issue6en_US
dc.identifier.doi10.3390/infrastructures6060093
dc.identifier.cristin1932804
dc.description.localcodeThis is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly citeden_US
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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