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Dynamic stress response in a novel prestressed subgrade under heavy-haul train loading: A numerical analysis

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成果类型:
期刊论文
作者:
Zhang, Qishu;Dong, Junli;Leng, Wuming;Zhang, Cong;Wen, Changping;...
通讯作者:
Dong, JL
作者机构:
[Zhang, Cong; Wen, Changping; Zhang, Qishu] Cent South Univ Forestry & Technol, Sch Civil Engn, Changsha 410004, Peoples R China.
[Dong, Junli; Leng, Wuming] Cent South Univ, Sch Civil Engn, Changsha 410075, Peoples R China.
[Zhou, Zhenhua] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China.
[Zhou, Zhenhua] Univ Chinese Acad Sci, Beijing 100049, Peoples R China.
通讯机构:
[Dong, JL ] C
Cent South Univ, Sch Civil Engn, Changsha 410075, Peoples R China.
语种:
英文
关键词:
Prestressed subgrade;Track irregularity;Heavy-haul train;3D finite element model;Dynamic stress
期刊:
Construction and Building Materials
ISSN:
0950-0618
年:
2024
卷:
412
页码:
134749
基金类别:
CRediT authorship contribution statement Qishu Zhang: Writing – original draft, formal analysis, Conceptualization, acquisition. Junli Dong: Writing –review & editing, Methodology, Conceptualization. Wuming Leng: Writing – review & editing. Cong Zhang: Writing – review & editing, Methodology, Supervision. Changping Wen: Writing – original draft. Zhenhua Zhou: Writing – review & editing. Acknowledgements This work was supported by the Natural Science of Hunan Province (Grant No. 2023JJ41054), the National Natural Science Foundation of China (Grant No. 51978672), and the Postdoctoral Science Foundation of China (Grant No. 2022M713654).
机构署名:
本校为第一机构
院系归属:
土木工程学院
摘要:
To explore the dynamic transient characteristics induced by passing heavy-haul trains in newly-developed prestressed subgrade, two three-dimensional finite element models were constructed in the time domain using ABAQUS software. These models are categorized as train-track-prestressed subgrade and train-track-unreinforced subgrade. The numerical models also incorporated the vertical track irregularity commonly found in heavy-haul railways. The investigation aims to discern the dynamic stress response differences in both types of subgrades under three distinct train axle loads. Model validation...

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