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AuthorHussein, Mohammed F. M.
AuthorCosta, Pedro A.
Available date2021-02-08T09:14:56Z
Publication Date2017
Publication NameInternational Journal of Rail Transportation
ResourceScopus
URIhttp://dx.doi.org/10.1080/23248378.2016.1203736
URIhttp://hdl.handle.net/10576/17656
AbstractThis article builds on previous work in the literature to investigate the dynamic effect of end bearings between consecutive slab units of floating-slab tracks. The work considers a floating-slab track with discrete units under the action of a harmonic moving load. A special periodic-structure model is developed for this purpose. The model performs calculations in the frequency domain and makes use of the periodicity condition resulting from the use of unit slabs as well as that due to the nature of applied loading. The article demonstrates the influence of vertical stiffness of end bearings and its effect on the dynamic responses of the tracks.
SponsorThe first author would like to acknowledge the financial support received in support of this work from Qatar University Start-up grant scheme [Project reference: QUSG-CENG-CAE-14\15-3]. The second author would like to thank FCT for the financial support provided by projects POCI-01-0145-FEDER-007457 and PTDC/ECM-COM/1364/2014.
Languageen
PublisherTaylor and Francis Ltd.
SubjectDynamic behaviour
floating-slab track
periodic-structure theory
TitleThe effect of end bearings on the dynamic behaviour of floating-slab tracks with discrete slab units
TypeArticle
Pagination38-46
Issue Number1
Volume Number5
dc.accessType Abstract Only


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