Effect of Braking Load on Longitudinal Forces in Continuous Welded Rail Considering the Presence of Bridge
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-19-9394-7_40
Reference8 articles.
1. Ali Mubarack CK, Upadhyay A (2021) Stability of continuous welded rail on steel bridge subjected to thermal loading. Structures. https://doi.org/10.1016/j.istruc.2021.10.050. https://www.sciencedirect.com/science/article/pii/S2352012421010079
2. Eurocode 1: Basis of design and actions on structures, part 3: traffic loads on bridges, ENV 1991-3:1994. European Committee for Standardization
3. Fryba L (1985) Thermal interaction of long welded rails with railway bridges. Rail Int 16:5–24
4. Kumar R, Upadhyay A (2012) Effect of temperature gradient on track-bridge interaction. Interact Multiscale Mech 63(1):1–12
5. Ruge P, Birk C (2007) Longitudinal forces in continuously welded rails on bridgedecks due to nonlinear track-bridge interaction. Comput Struct 85(7–8):458–475
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