On stress and deformation accumulation of continuously welded rails under cyclic thermal loading in high-speed railways-Reference-Cited by-同舟云学术

On stress and deformation accumulation of continuously welded rails under cyclic thermal loading in high-speed railways

Published:2023-01 Issue: Volume:275 Page:115225
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Luo Jun,Zhu Shengyang,Zeng Zhiping,Zhai Wanming

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference40 articles.

1. Quasi-static distribution of braking and starting forces in rails and bridge;Fryba;Rail International,1974

2. The rail interaction of long welded rails with rail bridges;Fryba;Rail International,1985

3. Thermal interaction of long welded rail and railway bridges;Fryba;Rail International,1985

4. Union Internationale des Chemins de fer. UIC Code 774-3R. Track/bridge interaction. Recommendations for calculations, Paris: International Union of Railways, 2001.

5. European committee for standardization (CEN), EN 1991-2. Eurocode 1: Actions on structures. Traffic loads on bridges (Part2), Brussels; 2003.

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