The effect of too stiff rail to base fastening on damage mechanism in RC ballastless track structure-Reference-Cited by-同舟云学术

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The effect of too stiff rail to base fastening on damage mechanism in RC ballastless track structure

Published:2020-03-04 Issue:4 Volume:21 Page:1544-1556
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Derkowski Wit¹^ORCID,Ślaga Łukasz¹

Affiliation:

1. Reinforced Concrete and Prestressed Concrete Structures Chair, Faculty of Civil Engineering Cracow University of Technology Kraków Poland

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.201900366

Reference12 articles.

1. Finite element modeling and validation of the fastening systems and concrete sleepers used in North America

2. fib: Fédération international du béton (ed.): Bulletin 37: Precast concrete railway track systems. Lausanne;2006

3. Defects in cast‐in‐situ ballastless track;Desai AR;Int Res J Eng Technol,2016

4. Concrete crack of ballastless track structure and its repair;Yongjiang X;Int J Rail,2009

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Research on crack propagation of CRTS III track slabs under train load;Engineering Failure Analysis;2024-03

2. Research on Fatigue Damage Evolution of the Base Plate Structure of China Railway Track System III Type Slab Ballastless Track under Heavy Haul Train Load;Applied Sciences;2022-02-07

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