CCPortal
DOI10.1080/15732479.2024.2346579
Analytical study on geometrical irregularity and internal loads of railways with CRTS I ballastless tracks on arch bridges subject to thermal effects
发表日期2024
ISSN1573-2479
EISSN1744-8980
英文摘要Temperature variation causes geometrical irregularity and additional internal loads in railway systems. The geometrical irregularity and additional internal loads can adversely influence the dynamic behaviors of trains, therefore compromising the safety and ride comfort of trains. This paper presents an analytical study on the deformations and internal loads of railways with CRTS I ballastless tracks on an arch bridge. The bridge is located in the Sichuan-Tibet Railway Line within a high-altitude mountainous terrain exposed to significant temperature variations. This research derives analytical formulae to analyze the deformations and internal loads of railways under various temperatures and thermal gradients. The formulae are utilized to evaluate the effects of the stiffness of fasteners and the stiffness of isolation layers of CRTS I ballastless tracks. The results show that temperature changes cause significant vertical deformations and rotations of rails, and reducing the stiffness of fasteners and isolation layers is effective in mitigating rail deformations under the thermal effects.
英文关键词Analytical model; CRTS I ballastless track; deformation mapping; railway arch bridge; temperature-induced deformation; track irregularity
语种英语
WOS研究方向Engineering
WOS类目Engineering, Civil ; Engineering, Mechanical
WOS记录号WOS:001217344900001
来源期刊STRUCTURE AND INFRASTRUCTURE ENGINEERING
文献类型期刊论文
条目标识符http://gcip.llas.ac.cn/handle/2XKMVOVA/293013
作者单位Southwest Jiaotong University; Southwest Jiaotong University; Stevens Institute of Technology
推荐引用方式
GB/T 7714
. Analytical study on geometrical irregularity and internal loads of railways with CRTS I ballastless tracks on arch bridges subject to thermal effects[J],2024.
APA (2024).Analytical study on geometrical irregularity and internal loads of railways with CRTS I ballastless tracks on arch bridges subject to thermal effects.STRUCTURE AND INFRASTRUCTURE ENGINEERING.
MLA "Analytical study on geometrical irregularity and internal loads of railways with CRTS I ballastless tracks on arch bridges subject to thermal effects".STRUCTURE AND INFRASTRUCTURE ENGINEERING (2024).
条目包含的文件
条目无相关文件。
个性服务
推荐该条目
保存到收藏夹
导出为Endnote文件
谷歌学术
谷歌学术中相似的文章
百度学术
百度学术中相似的文章
必应学术
必应学术中相似的文章
相关权益政策
暂无数据
收藏/分享

除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。