Experimental investigation on dynamic performance evolution of double-block ballastless track under high-cycle train loads-Reference-Cited by-同舟云学术

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Experimental investigation on dynamic performance evolution of double-block ballastless track under high-cycle train loads

Published:2022-03 Issue: Volume:254 Page:113872
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Zhang Jiawei,Cai Chengbiao,Zhu Shengyang^ORCID,Wang Mingze,He Qinglie,Yang Shangfu,Zhai Wanming

Funder

Sichuan Province Science and Technology Support Program

National Natural Science Foundation of China

Ministry of Education of the People's Republic of China

State Key Laboratory of Traction Power

Higher Education Discipline Innovation Project

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference28 articles.

1. Experimental investigation on fatigue of concrete cantilever bridge deck slabs subjected to concentrated loads;Natário,2015

2. Interface damage and its effect on vibrations of slab track under temperature and vehicle dynamic loads;Zhu;Int J Non Linear Mech,2014

3. Basic scientific issues on dynamic performance evolution of the high-speed railway infrastructure and safety;Zhai;Sci Sin Tech,2014

4. Fundamentals of vehicle track coupled dynamics;Zhai;Vehicle Syst Dyn,2009

5. Formulation of curved beam vibrations and its extended application to train-track spatial interactions;Luo;Mechanical Systems and Signal Processing,2022

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1. Experimental and numerical investigation of the track structure elasticity induced by resilient fastener on vehicle-track interaction and train running stability;Engineering Structures;2024-11

2. Mechanical performance analysis of double-block ballastless tracks in intercity railways under temperature and train loads;Engineering Structures;2024-09

3. Influences of cyclic air temperature and solar radiation on the long-term deterioration behaviour of double-block ballastless track;Construction and Building Materials;2024-08

4. Mechanical properties and damage evolution features in uniaxial compression with non-coincident interlayer contact in double-block ballastless track;Construction and Building Materials;2024-05

5. Ballasted or ballastless for a railway infrastructure? A comparative environmental impact assessment of two solutions;Cleaner Environmental Systems;2024-03

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