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.
Keywords:
railway / continuously welded rail / finite element model / temperature stress / temperature displacement
Source:
Advances in Intelligent Systems and Computing, 2020, 1115
TY - JOUR
AU - Popović, Zdenka
AU - Mirković, Nikola
AU - Brajović, Ljiljana
AU - Rakić, Dragan
AU - Lazarević, Luka
AU - Petričević, Slobodan
PY - 2020
UR - https://grafar.grf.bg.ac.rs/handle/123456789/2571
AB - 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.
PB - Springer, Cham
T2 - Advances in Intelligent Systems and Computing
T1 - Temperature Stresses in CWR – Experience of Serbian Railways
VL - 1115
DO - 10.1007/978-3-030-37916-2_81
ER -
@article{
author = "Popović, Zdenka and Mirković, Nikola and Brajović, Ljiljana and Rakić, Dragan and Lazarević, Luka and Petričević, Slobodan",
year = "2020",
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.",
publisher = "Springer, Cham",
journal = "Advances in Intelligent Systems and Computing",
title = "Temperature Stresses in CWR – Experience of Serbian Railways",
volume = "1115",
doi = "10.1007/978-3-030-37916-2_81"
}
Popović, Z., Mirković, N., Brajović, L., Rakić, D., Lazarević, L.,& Petričević, S.. (2020). Temperature Stresses in CWR – Experience of Serbian Railways. in Advances in Intelligent Systems and Computing
Springer, Cham., 1115.
https://doi.org/10.1007/978-3-030-37916-2_81
Popović Z, Mirković N, Brajović L, Rakić D, Lazarević L, Petričević S. Temperature Stresses in CWR – Experience of Serbian Railways. in Advances in Intelligent Systems and Computing. 2020;1115.
doi:10.1007/978-3-030-37916-2_81 .
Popović, Zdenka, Mirković, Nikola, Brajović, Ljiljana, Rakić, Dragan, Lazarević, Luka, Petričević, Slobodan, "Temperature Stresses in CWR – Experience of Serbian Railways" in Advances in Intelligent Systems and Computing, 1115 (2020),
https://doi.org/10.1007/978-3-030-37916-2_81 . .
