Steel and Composite Structures
Volume 52, Number 4, 2024, pages 435-450
DOI: 10.12989/scs.2024.52.4.435
Mapping thermal deformations of long-span arch bridge to CRTS Type I double-block ballastless tracks in high-speed railways
Hongye Gou , Hairong Ren , Fei Hu , Qianhui Pu , Xuguang Wen , Yi Bao
Abstract
Key Words
arch bridge; CRTS Type I double-block ballastless track; finite element analysis; high-speed railway; thermal deformation; track geometry
Address
- Hongye Gou — 1)Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, China 2)Key Laboratory of High-Speed Railway Engineering of the Ministry of Education, Chengdu, Sichuan 610031, China 3)National Key Laboratory of Bridge Intelligent and Green Construction, Southwest Jiaotong University, Chengdu 611756, Sichuan, China
- Hairong Ren — Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, China
- Fei Hu — Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, China
- Qianhui Pu — Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, China
- Xuguang Wen — International Joint Key Laboratory of Guangxi China-ASEAN Comprehensive Transportation, Nanning College, Nanning, Guangxi 530000, China
- Yi Bao — Department of Civil, Environmental and Ocean Engineering, Stevens Institute of Technology, Hoboken, New Jersey 07030, USA
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