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Temperature Stresses in CWR – Experience of Serbian Railways
(Springer, Cham, 2020)
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 ...
Railway bridges on interoperable lines: Aspect of track/bridge interaction / Železnički mostovi na interoperabilnim prugama - aspekt interakcije kolosek/most
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2018)
The Institute for Standardization of Serbia has adopted a large number of en standards in the field of bridges as Serbian standards. Unfortunately, technical regulations based on the implementation of the adopted en standards ...
Interoperability of Railway Infrastructure in the Republic of Serbia
(Springer, Cham, 2019)
The competitiveness of the railway transport is still limited by the
differences in terms of infrastructure, rolling stock, transport technology,
maintenance strategy, signaling systems, electrification systems, safety ...
Parametric Study of Additional Temperature Stresses in Continuously Welded Rails on Steel Truss Railway Bridges
(MDPI (Basel, Switzerland), 2023)
Additional temperature stresses in continuously welded rails (CWRs) are caused by track/bridge interaction (TBI) due to thermal actions. Exceeding permissible stresses in CWRs on the bridge can lead to track buckling or ...
Wheel/rail noise control / Kontrola buke u dodiru točka i šine
(Naučno-stručno društvo za zaštitu životne sredine Srbije - Ecologica, Beograd, 2011)
This paper analyzes the relation between wheel and rail induced noise regarding the reduction in the total noise emission. Priorities are defined for reduction of noise emission from wheel and rail. It is also pointed out ...
Influence of climate conditions on stresses in CWR on the bridges in Serbia
(VII International Scientific Conference of the Faculty of Transport Engineering, 2018)
Vehicle/track/bridge interaction causes additional stresses in CWR on the bridge, which
include stress in rails due to temperature changes in the bridge deck, vertical bending of
bridge deck, and braking/acceleration of ...
Methods for track stiffness measurement - State of the art
(University of East Sarajevo, Faculty of Transport and Traffic Engineering Doboj, 2017)
Track stiffness is a parameter which significantly influences to the track geometry
deterioration, rail fatigue and deterioration of other superstructure and substructure components
during the track service life. Track ...
Track/bridge interaction - The aspect of bridge structure
(University of East Sarajevo, Faculty of Transport and Traffic Engineering Doboj, 2017)
The paper presents basic principles of bridge structure behaviour from the aspect of
track-bridge interaction in the case of temperature gradient, breaking and acceleration of railway
vehicles. The paper analyses ...
Rail defects due to rolling contact fatigue / Šinski defekti usled zamora materijala
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2011)
Dynamic load on modern railways is increasing with speed, traffic and axle load. Defects due to rolling contact fatigue are becoming more expressed because of high wheel/rail contact stress. Rail grinding removes the ...
Harmonization of track alignment design parameters / Harmonizacija parametara trase železničke pruge
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2014)
This paper presents a process of harmonization of technical regulations in the Railway applications field in the Republic of Serbia. The content of standard SRPS EN 13803-1:2010 Railway applications - Track - Track alignment ...