| dc.creator | Popović, Zdenka | |
| dc.creator | Mirković, Nikola | |
| dc.creator | Brajović, Ljiljana | |
| dc.creator | Rakić, Dragan | |
| dc.creator | Lazarević, Luka | |
| dc.creator | Petričević, Slobodan | |
| dc.date.accessioned | 2021-12-21T11:29:22Z | |
| dc.date.available | 2021-12-21T11:29:22Z | |
| dc.date.issued | 2020 | |
| dc.identifier.uri | https://grafar.grf.bg.ac.rs/handle/123456789/2571 | |
| dc.description.abstract | The 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.iso | en | sr |
| dc.publisher | Springer, Cham | sr |
| dc.relation | info:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36012/RS// | sr |
| dc.rights | restrictedAccess | sr |
| dc.source | Advances in Intelligent Systems and Computing | sr |
| dc.subject | railway | sr |
| dc.subject | continuously welded rail | sr |
| dc.subject | finite element model | sr |
| dc.subject | temperature stress | sr |
| dc.subject | temperature displacement | sr |
| dc.title | Temperature Stresses in CWR – Experience of Serbian Railways | sr |
| dc.type | article | sr |
| dc.rights.license | ARR | sr |
| dc.citation.volume | 1115 | |
| dc.identifier.doi | 10.1007/978-3-030-37916-2_81 | |
| dc.identifier.wos | 000637318300081 | |
| dc.type.version | publishedVersion | sr |
