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Fatigue behavior of ballastless track concrete in high-speed railways under different operating speeds

Jiaxin Wen Huajian Li Henan Shi Fali Huang Zhen Wang

铁道工程科学（英文）2026，Vol.34Issue(1)：149-158,10.

铁道工程科学（英文）2026，Vol.34Issue(1)：149-158,10.DOI:10.1007/s40534-025-00386-4

Fatigue behavior of ballastless track concrete in high-speed railways under different operating speeds

Jiaxin Wen ¹Huajian Li ¹Henan Shi ¹Fali Huang ¹Zhen Wang¹

作者信息

1. China Academy of Railway Sciences,Beijing 100081,China||State Key Laboratory of High Speed Railway Track System,Beijing 100081,China
折叠

摘要

关键词

Ballastless tracks concrete/Flexural fatigue/Loading frequency/Damage evolution/Residual strain

Key words

Ballastless tracks concrete/Flexural fatigue/Loading frequency/Damage evolution/Residual strain

引用本文复制引用

Jiaxin Wen,Huajian Li,Henan Shi,Fali Huang,Zhen Wang..Fatigue behavior of ballastless track concrete in high-speed railways under different operating speeds[J].铁道工程科学（英文）,2026,34(1):149-158,10.

基金项目

This research is sponsored by the National Natural Science Foundation of China(Grant No.52438002)and the New Cor-nerstone Science Foundation through the XPLORER PRIZE. （Grant No.52438002）

铁道工程科学（英文）

ISSN：2662-4745

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