journal article·2022-08-19Open access

Research on the Tie Cable Replacement Method of Half-through Tied-Arch Bridge

Guotao Shao, Binglai Zhan, Zhenyin Zhao, Yue Xu, Hui Jin

Applied Sciences· Volume 12· Issue 16

Abstract

The tie cable of the half-through tied-arch bridge generally uses external prestressed cables, which need to be replaced regularly similarly to cables and suspenders, but there is very little research in this area at present. Aiming at a method to replace the tie cable for this kind of bridge, this study takes the third Lingjiang bridge, which had damage to the tie cable, as an example. Based on whether there is a temporary cable force-replacement structure, eight replacement schemes are designed. Firstly, the replacement process of each scheme is simulated by the finite-element model, and the influence of each replacement scheme on the upper and lower structures is analyzed. Then, according to the analysis results, the replacement schemes were compared and selected, and the best scheme was determined. Finally, based on the best scheme, the design and construction method of the temporary cable force-replacement structure were given. The results show that the replacement of tie cables of the half-through tied-arch bridge significantly impacts the piles. The internal forces of the pile and arch rib change greatly with the non-substitution method. Adopting the temporary substitution method can not only ensure structural safety but also improve the replacement speed, and the temporary substitution method of replacing one by one symmetrically on both sides proved to be the best. This study can provide a reference for the tie cable replacement of a half-through tied-arch bridge.
Source: crossref · Quality: baseline

Research context

OpenAlex topics: Structural Engineering and Vibration Analysis · Railway Engineering and Dynamics · Concrete Corrosion and Durability

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Highway School, Chang’an University, Xi’an 710064, China

College of Civil Engineering, Taizhou University, Taizhou 318000, China

CCCC First Highway Consultants Company Limited, Xi’an 710075, China

College of Civil Engineering, Zhejiang Sci-Tech University, Hangzhou 310018, China

College of Civil Engineering, Zhejiang University of Science and Technology, Hangzhou 310023, China

Funding

Taizhou Science and Technology Plan Project

References (15)

Show source-provided references
1. Fatigue reliability-based replacement strategy for bridge stay cables: A case study in China10.1016/j.istruc.2022.03.093 ↗
2. Effect of environmentally assisted damage on fatigue resistance of tie-down cables after 30 years of service in a cable-stayed bridge10.1016/j.engfailanal.2021.105455 ↗
3. Dynamic Response and Robustness Evaluation of Cable-Supported Arch Bridges Subjected to Cable Breaking10.1155/2021/6689630 ↗
4. Cable Replacement Method for Cable-Stayed Bridges Based on Sensitivity Analysis10.1061/(ASCE)CF.1943-5509.0000460 ↗
5. Replacement of Cable Stays in Yonghe Bridge in Tianjin, China
6. Mehrabi, A.B. (–2, January 30). Luling Bridge Stay Cable Replacement. Proceedings of the Structures Congress 2009, Austin, TX, USA.10.1061/41031(341)56 ↗
7. Yuan, A.M., Yang, T., Xia, Y.F., Qian, L.F., Dong, L.F., and Jin, X.H. (2021). Replacement of the Fire-Damaged Long Suspenders of the Runyang Suspension Bridge. Struct. Eng. Int., 1–7.10.1080/10168664.2021.1913781 ↗
8. Suspender Replacement for a Signature Bridge10.1061/(ASCE)BE.1943-5592.0001299 ↗
9. Stressing Sequence for Hanger Replacement of Tied-Arch Bridges with Rigid Bars10.1061/(ASCE)BE.1943-5592.0001811 ↗
10. Wang, H., Wang, L.L., Zhuo, X.L., Huang, K.N., Wang, X.R., and Wang, W.S. (2021). Study on the Precise Displacement Controlling Method for a Suspended Deck in the Hanger Replacement Process of an Arch Bridge. Appl. Sci., 11.10.3390/app11209607 ↗
11. Suspender Replacement Method for Long-Span Concrete-Filled Steel Tubular Arch Bridges and Cable Force Measurement Based on Frequency Method
12. Tied-bar Replacement Construction Technology of Large-span Flying-swallow-typed Tied-arch Bridge
13. Research and construction on key technology of tie bar replacement of Tied Arch Bridge
14. Cui, X.P. (2015). Study on the Prestress Loss and Replacement Technology of Flexible Tied Bar of Flexible Tied Arch Bridge. [Master’s Thesis, Chongqing Jiaotong University].
15. Construction Controls for a Half-Through Tied Arch Bridge in China10.2749/101686614X13854694314766 ↗