• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 57 Issue 5
Oct.  2022
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Article Contents
CHEN Xiaoyu, TANG Maolin. Main Cable Opening Inspection and Bearing Capacity Evaluation of Suspension Bridge in Service in Myanmar[J]. Journal of Southwest Jiaotong University, 2022, 57(5): 1130-1136. doi: 10.3969/j.issn.0258-2724.20200393
Citation: CHEN Xiaoyu, TANG Maolin. Main Cable Opening Inspection and Bearing Capacity Evaluation of Suspension Bridge in Service in Myanmar[J]. Journal of Southwest Jiaotong University, 2022, 57(5): 1130-1136. doi: 10.3969/j.issn.0258-2724.20200393

Main Cable Opening Inspection and Bearing Capacity Evaluation of Suspension Bridge in Service in Myanmar

doi: 10.3969/j.issn.0258-2724.20200393
  • Received Date: 17 Jun 2020
  • Rev Recd Date: 19 Oct 2020
  • Publish Date: 21 Oct 2020
  • A cable opening inspection was made on a suspension bridge in service for 25 years in Myanmar to analyze the corrosion status and residual bearing capacity of the main cables. First, the outer protection layer of the main cable was removed; the main cable is partially split with wedge for detection, and the corrosion distribution diagram of the main cable cross-section was established. Then, the main cable steel wire of the bridge was divided into four corrosion stages, and samples of each stage were taken from the cable for laboratory analysis. Finally, a simplified model was used to evaluate the residual bearing capacity of the main cable. The results showed that the corrosion degree of the steel wires decreased from outside to inside along the radial direction of the main cable, and the outermost steel wire had serious matrix corrosion. As the corrosion level increased, the corrosion spot size of the sample steel wires expanded gradually, the strength and ductility of the steel wires decreased by about 3.50% and 9.00%, respectively, and the average tensile strength of the upstream and downstream main cables decreased by about 5.7%.

     

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