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dc.creatorPopović, Zdenka
dc.creatorMirković, Nikola
dc.creatorBrajović, Ljiljana
dc.creatorRakić, Dragan
dc.creatorLazarević, Luka
dc.creatorPetričević, Slobodan
dc.date.accessioned2021-12-21T11:29:22Z
dc.date.available2021-12-21T11:29:22Z
dc.date.issued2020
dc.identifier.issn2194-5357
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/2571
dc.description.abstractThe railway track with continuously welded rails is an essential part of the modern railway superstructure around the world. Calculation of the temperature stresses in continuously welded rails has great significance for the planning of maintenance activities in order to maintain traffic safety (risk of derailment due to either rail break, or track buckling). This paper presents the finite element model for calculation of rail stresses and displacements due to the temperature changes, which was developed by the authors. The monitoring of the track sections, which are significant regarding traffic safety, was suggested in this paper.sr
dc.language.isoensr
dc.publisherSpringer, Chamsr
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36012/RS//sr
dc.rightsrestrictedAccesssr
dc.sourceAdvances in Intelligent Systems and Computingsr
dc.subjectrailwaysr
dc.subjectcontinuously welded railsr
dc.subjectfinite element modelsr
dc.subjecttemperature stresssr
dc.subjecttemperature displacementsr
dc.titleTemperature Stresses in CWR – Experience of Serbian Railwayssr
dc.typearticlesr
dc.rights.licenseARRsr
dc.citation.volume1115
dc.identifier.doi10.1007/978-3-030-37916-2_81
dc.identifier.wos000637318300081
dc.type.versionpublishedVersionsr


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Приказ основних података о документу