Vis enkel innførsel

dc.contributor.authorQuirke, Paraic
dc.contributor.authorCantero, Daniel
dc.contributor.authorOBrien, Eugene J
dc.contributor.authorBowe, Cathal
dc.date.accessioned2018-04-04T06:37:41Z
dc.date.available2018-04-04T06:37:41Z
dc.date.created2016-03-09T15:45:23Z
dc.date.issued2017
dc.identifier.citationProceedings of the Institution of mechanical engineers. Part F, journal of rail and rapid transit. 2017, 231 (4), 498-514.nb_NO
dc.identifier.issn0954-4097
dc.identifier.urihttp://hdl.handle.net/11250/2492435
dc.description.abstractRailway track stiffness is an important track property which can help with the identification of maintenance related problems. Railway track stiffness can currently be measured using stationary equipment or specialised low-speed vehicles. The concept of using trains in regular service to measure track stiffness has the potential to provide inexpensive daily ‘drive-by’ track monitoring to complement data collected by less-frequent monitoring techniques. A method is proposed in this paper for the detection of track stiffness variation through an analysis of vehicle accelerations resulting from the vehicle–track dynamic interaction. The cross-entropy optimisation technique is applied to determine the track stiffness profile, which generates a vehicle response that best fits the measured vertical accelerations of a railway carriage bogie. Numerical validation of the concept is achieved by using a two-dimensional half-bogie dynamic model, representing a railway vehicle, to infer a global track stiffness profile along a track. The track stiffness measurement algorithm is implemented in Matlab. This paper reports the results of the numerical simulations. The proposed method gives good estimates of the track stiffness. To the authors’ knowledge, this is the first time an optimisation technique has been applied to the determination of railway track stiffness.nb_NO
dc.language.isoengnb_NO
dc.publisherSAGE Publicationsnb_NO
dc.titleDrive-by detection of railway track stiffness variation using in-service vehiclesnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber498-514nb_NO
dc.source.volume231nb_NO
dc.source.journalProceedings of the Institution of mechanical engineers. Part F, journal of rail and rapid transitnb_NO
dc.source.issue4nb_NO
dc.identifier.doi10.1177/0954409716634752
dc.identifier.cristin1343358
dc.description.localcode© 2016. This is the authors' accepted and refereed manuscript to the article. The final authenticated version is available online at: http://journals.sagepub.com/doi/10.1177/0954409716634752nb_NO
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


Tilhørende fil(er)

Thumbnail

Denne innførselen finnes i følgende samling(er)

Vis enkel innførsel