收藏切换
Structural Response Analysis of Tie Rod Fracture in CFST Arch Bridges Based on Field Monitoring
收藏切换
PDF
Ming DENG1, Huaizhan QI2, Junchi LI2, Yang JIN2, Ju YI1, Ping YUAN1
Industrial Construction | 2026, 56(5) : 208 - 214
Less
收藏切换
Industrial Construction | 2026, 56(5): 208-214
Structural Response Analysis of Tie Rod Fracture in CFST Arch Bridges Based on Field Monitoring
Full
Ming DENG1, Huaizhan QI2, Junchi LI2, Yang JIN2, Ju YI1, Ping YUAN1
Affiliations
  • 1School of Civil Engineering, Changsha University, Changsha410022, China
  • 2Tianjin Transportation Research;Institute, Tianjin300074, China
Published: 2026-05-20 doi: 10.3724/j.gyjzG26031901
Outline
收藏切换

This study investigated the structural response of a 24-year-old, 160 m span concrete-filled steel tubular (CFST) arch bridge after the fracture of a single tie rod. By comparing monitoring data before and after the tie rod fracture, this study systematically analyzed the variation characteristics of key mechanical indicators, including arch foot displacement, suspender cable force, and the alignment of the arch ribs and the bridge deck. Furthermore, it evaluated the influence pattern of the tie rod fracture on the bridge structure. The results showed that after the fracture of a single tie rod, the arch feet underwent outward displacement, and both the arch ribs and the bridge deck experienced downward deflection, with the deformation values on the fractured side being significantly larger than those on the non-fractured side. The suspender cable force showed no obvious change. The deformations of the arch ribs and the deck exhibited an asymmetric distribution: the vertical deflection of the free-end half-span on the fractured side was larger than that of the fixed-end half-span, while the opposite was true for the non-fractured side. Furthermore, a full-bridge finite element model was established to simulate the structural response of the bridge induced by the tie rod fracture, and the calculated results reproduced the monitoring data of the actual bridge well. Based on this model, a dynamic amplification factor was introduced to evaluate the stress state of the remaining tie rods and the arch ribs upon the sudden fracture of multiple tie rods.

CFST arch bridge  /  tie rod fracture  /  field monitoring  /  structural response  /  numerical simulation
Ming DENG, Huaizhan QI, Junchi LI, Yang JIN, Ju YI, Ping YUAN. Structural Response Analysis of Tie Rod Fracture in CFST Arch Bridges Based on Field Monitoring[J]. Industrial Construction, 2026 , 56 (5) : 208 -214 . DOI: 10.3724/j.gyjzG26031901
Year 2026 volume 56 Issue 5
PDF
104
45
Cite this Article
BibTeX
Article Info
doi: 10.3724/j.gyjzG26031901
  • Receive Date:2026-03-19
  • Online Date:2026-06-25
  • Published:2026-05-20
Article Data
Affiliations
History
  • Received:2026-03-19
Affiliations
    1School of Civil Engineering, Changsha University, Changsha410022, China
    2Tianjin Transportation Research;Institute, Tianjin300074, China
References
Share
https://castjournals.cast.org.cn/joweb/gyjz/EN/10.3724/j.gyjzG26031901
Share to
QR

Scan QR to access full text

Cite this article
BibTeX
Citations
表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
关闭全屏
  • BibTeX
  • EndNote
  • RefWorks
  • TxT