Fracture behavior investigation of ballastless track of high-speed railway based on DIC technique-Reference-Cited by-同舟云学术

Fracture behavior investigation of ballastless track of high-speed railway based on DIC technique

Published:2024-04 Issue: Volume:158 Page:107992
ISSN:1350-6307
Container-title:Engineering Failure Analysis
language:en
Short-container-title:Engineering Failure Analysis

Author:

Li Huajian,Dong Haoliang,Wen Jiaxin,Yang Zhiqiang,Yang Zhengxian,Huang Fali,Wang Zhen,Yi Zhonglai

Funder

Tencent

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference29 articles.

1. Service life prediction of ballastless track concrete under the coupling effect of fatigue loads and environmental actions: a review;Li;Journal of Sustainable Cement-Based Materials.,2023

2. Effects of contact loss underneath concrete roadbed on dynamic performances of slab track-subgrade system;Ren;Journal of Southwest Jiaotong University.,2014

3. Long-term prediction of fatigue crack growth in ballastless track of high-speed railway due to cyclic train load;Feng;Construction and Building Materials.,2021

4. Investigation of the fatigue behaviour of a ballastless slab track–bridge structural system under train load;Zhou;Applied Sciences,2019

5. Research on the fatigue performance of self-compacting concrete structure in CRTSIII slab ballastless track under the action of heavy haul train;Zeng;Construction and Building Materials.,2021

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