Experimental Investigation on the Performance of Rail Fastening Systems

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dc.authorscopusid57425158700
dc.authorscopusid57223819843
dc.authorscopusid57425889800
dc.authorscopusid57212306041
dc.authorscopusid57195555499
dc.authorscopusid56669781400
dc.authorscopusid57220218976
dc.contributor.authorToprak, M.A.
dc.contributor.authorCalim, F.
dc.contributor.authorGonulcu, E.
dc.contributor.authorSahin, M.F.
dc.contributor.authorGullu, A.
dc.contributor.authorDurgun, Y.
dc.contributor.authorSaruhan, H.
dc.date.accessioned2024-06-13T20:15:57Z
dc.date.available2024-06-13T20:15:57Z
dc.date.issued2021
dc.departmentİstanbul Gedik Üniversitesi
dc.description6th International Conference On Civil Structural and Transportation Engineering, ICCSTE 2021 -- 17 May 2021 through 19 May 2021 -- -- 260299
dc.description.abstractOne of the essential concerns in railway systems is the lifetime of rail tracks. The safety of rail fastening systems plays a significant role in rail track longevity. A standardized laboratory test procedure is required to be followed to evaluate the performance of rail fastening systems on the European railways according to EN 13146 standard series. In this study, longitudinal rail restraints and pull-out resistances were experimentally determined following EN 13146-1 and EN 13146-10, respectively. Two different types of prestressed concrete sleepers (namely B320 type and B70 type) having the same concrete quality, design axle load, and design speed but different dimensions and fastening systems were used in the experimental studies. All specimens used in this study were seen to satisfy the conditions given in the standards. It was also observed that the fastening system used in B320 type prestressed concrete sleepers results in slightly higher axial load and pull-out load capacities. © 2021, Avestia Publishing, Switzerland. All rights reserved.
dc.identifier.doi10.11159/iccste21.162
dc.identifier.isbn9781927877845
dc.identifier.issn2369-3002
dc.identifier.scopus2-s2.0-85123407804
dc.identifier.scopusqualityN/A
dc.identifier.urihttps://doi.org/10.11159/iccste21.162
dc.identifier.urihttps://hdl.handle.net/11501/985
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherAvestia Publishing
dc.relation.ispartofInternational Conference on Civil, Structural and Transportation Engineering
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectExperimental studies
dc.subjectLongitudinal rail restraint
dc.subjectPrestressed concrete sleepers
dc.subjectPull-out resistance
dc.subjectRail fastening
dc.titleExperimental Investigation on the Performance of Rail Fastening Systems
dc.typeConference Object

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