Experimental study on static tensile and acoustic emission monitoring of corroded steel wires and cables

被引:0
|
作者
Wan S. [1 ,3 ]
Fang Z. [1 ,3 ]
Zhou H. [1 ,2 ,3 ]
Song S. [4 ]
Chen B. [4 ]
Lu L. [4 ]
机构
[1] National Key Laboratory of Green and Long-Life Road Engineering in Extreme Environment, Shenzhen University, Shenzhen
[2] China-Pakistan Belt and Road Joint Laboratory on Smart Disaster Prevention of Major Infrastructures, Southeast University, Nanjing
[3] Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen
[4] Shenzhen-Zhongshan Link Administration Center, Zhongshan
关键词
acoustic emission; bridge engineering; cable; corrosion; mechanical properties degradation;
D O I
10.3969/j.issn.1001-0505.2024.03.007
中图分类号
学科分类号
摘要
To more accurately perceive the corrosion of cables and evaluate the health status of cables in service,the correlation between the mechanical property degradation of corroded cables and the tensile acoustic emission (AE)characteristics is studied. Four corrosion degrees of high-strength steel wires and cables are fabricated by neutral salt spray corrosion,and the static tensile tests of corroded high-strength steel wires and model cables are conducted. The calculation method of cable carrying capacity considering the influence of corrosion and cable-making technology is proposed and verified by comparison with the measured value,and the process of tensile fracture is monitored by AE technology. The results show that the measured value,and calculated value of carrying capacity are in good agreement with each other,and the maximum relative error is only 5. 8% . With the increase of corrosion degree,the ductility property of the model cable decreases more significantly than the carrying capacity. The AE energy generated by broken wire is the largest,and the peak frequency of broken wire is maintained at about 75 kHz. Due to the degradation of ductility property of corroded steel wires,the counts and duration of broken wire increase with the increase of corrosion degree. © 2024 Southeast University. All rights reserved.
引用
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页码:567 / 577
页数:10
相关论文
共 29 条
  • [1] Jiang H, Gu Q, Huang L, Et al., Analysis on seismic vulnerability of offshore cable-stayed bridge considering time-dependent deterioration by chloride-induced corrosion[J], Journal of Southeast University (Natural Science Edition), 51, 1, (2021)
  • [2] Sun H H, Xu J, Chen W Z, Et al., Time-dependent effect of corrosion on the mechanical characteristics of stay cable[J], Journal of Bridge Engineering, 23, 5, (2018)
  • [3] Ni Y H, Lu H, Ji C, Et al., Comparative analysis on bridge corrosion damage detection based on semantic segmentation[J], Journal of Southeast University (Natural Science Edition), 53, 2, (2023)
  • [4] Xu H B, Bai N N, Lan C M, Et al., Predictive model for fatigue life in parallel-wire stay cables considering corrosion variability[J], Structure and Infrastructure Engineering, 19, 7, pp. 964-977, (2023)
  • [5] Fan C, Li Z X, Wang Y., A multi-scale corrosion fatigue damage model of high-strength bridge wires[J], International Journal of Damage Mechanics, 29, 6, pp. 887-901, (2020)
  • [6] Yan R Z, Wen Q, Wang S, Et al., Study on cable property degradation under accelerated corrosion test[J], China Civil Engineering Journal, 56, 5, (2023)
  • [7] Gong F, Qi S K, Zou Y Q, Et al., Experimental study on degradation of mechanical properties of corroded high strength steel wire[J], Engineering Mechanics, 37, 10, pp. 105-115, (2020)
  • [8] Xu J, Chen W Z., Behavior of wires in parallel wire stayed cable under general corrosion effects[J], Journal of Constructional Steel Research, 85, (2013)
  • [9] Li S L, Xu Y, Zhu S Y, Et al., Probabilistic deterioration model of high-strength steel wires and its application to bridge cables[J], Structure and Infrastructure Engineering, 11, 9, pp. 1240-1249, (2015)
  • [10] Liu Z X, Guo T, Hebdon M H, Et al., Corrosion fatigue analysis and reliability assessment of short suspenders in suspension and arch bridges, Journal of Performance of Constructed Facilities, 32, 5, (2018)