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Investigation of hanging crosstie problem at bridge approaches:a train-track-bridge model coupled with discrete element method

Zhongyi Liu Wenjing Li Travis A.Shoemaker Erol Tutumluer Youssef M.A.Hashash

铁道工程科学(英文)2025,Vol.33Issue(3):458-473,16.
铁道工程科学(英文)2025,Vol.33Issue(3):458-473,16.DOI:10.1007/s40534-025-00390-8

Investigation of hanging crosstie problem at bridge approaches:a train-track-bridge model coupled with discrete element method

Investigation of hanging crosstie problem at bridge approaches:a train-track-bridge model coupled with discrete element method

Zhongyi Liu 1Wenjing Li 1Travis A.Shoemaker 1Erol Tutumluer 1Youssef M.A.Hashash1

作者信息

  • 1. Department of Civil and Environmental Engineering,University of Illinois Urbana-Champaign,Champaign,IL,USA
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摘要

关键词

Hanging crosstie/Crosstie gap/Transition zone/Model coupling/Discrete element method/Train-track model

Key words

Hanging crosstie/Crosstie gap/Transition zone/Model coupling/Discrete element method/Train-track model

引用本文复制引用

Zhongyi Liu,Wenjing Li,Travis A.Shoemaker,Erol Tutumluer,Youssef M.A.Hashash..Investigation of hanging crosstie problem at bridge approaches:a train-track-bridge model coupled with discrete element method[J].铁道工程科学(英文),2025,33(3):458-473,16.

基金项目

Field data used in this paper for model validation were collected from a U.S.Federal Railroad Administration(FRA)BAA project,titled"Mitigation of Differential Movement at Railway Transitions for High-Speed Passenger Rail and Joint Passenger/Freight Corridors."Additionally,the authors gratefully acknowledge the finan-cial support provided by the China Scholarship Council(CSC),which funded Zhongyi Liu's and Wenjing Li's time and research efforts for this study.The contents of this paper reflect the view of the authors,who are responsible for the facts and the accuracy of the data presented herein.The contents do not necessarily reflect the official views or policies of the FRA.This paper does not constitute a standard,specification,or regulation. (FRA)

铁道工程科学(英文)

2662-4745

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