dc.creator | Mirković, Nikola | |
dc.creator | Popović, Zdenka | |
dc.creator | Lazarević, Luka | |
dc.date.accessioned | 2022-11-14T10:59:11Z | |
dc.date.available | 2022-11-14T10:59:11Z | |
dc.date.issued | 2019 | |
dc.identifier.isbn | 978-86-81101-32-2 | |
dc.identifier.uri | https://grafar.grf.bg.ac.rs/handle/123456789/2795 | |
dc.description.abstract | Railway bridges have to ensure the same traffic safety and ride comfort along the entire
length of the railway line including track sections on the bridges. Authors investigated the
possibilities to avoid rail expansion joints in track on the bridge, in order to provide required
traffic safety, as well as ride comfort on the railway bridges. This approach contributes to the
reduction of maintenance costs and adverse environmental impact (noise and vibration). The
original algorithm for reducing the rail stresses due to the vehicle/track/bridge interaction was
presented in this paper. | sr |
dc.language.iso | en | sr |
dc.relation | info:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36012/RS// | sr |
dc.rights | restrictedAccess | sr |
dc.source | Zbornik radova 1. Međunarodne konferencije - Železnički transport u savremenom svetu 2019 | sr |
dc.subject | Railway | sr |
dc.subject | continuous welded rail | sr |
dc.subject | vehicle/track/bridge interaction | sr |
dc.subject | rail stress | sr |
dc.title | Management of the stresses in CWR on the bridge | sr |
dc.type | conferenceObject | sr |
dc.rights.license | ARR | sr |
dc.citation.epage | 149 | |
dc.citation.spage | 145 | |
dc.identifier.rcub | https://hdl.handle.net/21.15107/rcub_grafar_2795 | |
dc.type.version | publishedVersion | sr |