Parametric Study of Additional Temperature Stresses in Continuously Welded Rails on Steel Truss Railway Bridges

Parametric Study of Additional Temperature Stresses in Continuously Welded Rails on Steel Truss Railway Bridges

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 rail cracking, compromising the safety of railway traffic. The main aim of the c...

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Bibliographic Details
Main Authors: Nikola Mirković, Marija Nefovska-Danilović, Maja Ahac, Stjepan Lakušić, Uroš Mirković, Zlatko Zafirovski
Format: Article
Language:English
Published: MDPI AG 2023-09-01
Series:Buildings
Subjects:
railway
continuously welded rail
track/bridge interaction
thermal action
numerical modeling
finite element method
Online Access:https://www.mdpi.com/2075-5309/13/9/2296

Internet

https://www.mdpi.com/2075-5309/13/9/2296

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