Correlation between corrosion level and fatigue strength of high-strength galvanized steel wires used for suspension bridge cables

被引:2
|
作者
Miyachi, Kazuhiro [1 ]
Saimoto, Shoya [1 ]
Oki, Yusuke [1 ]
机构
[1] Tokyo Denki Univ, Div Architectural Civil & Environm Engn, Saitama, Japan
关键词
Bridge cables; cable supported bridges; corroded wires; corrosion evaluation criteria;
D O I
10.3233/BRS-230214
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study investigated the relationship between "rust color distribution ratio," "corrosion surface shape," and "fatigue strength" of high-strength galvanized steel wires used in cable supported bridges. The study utilized a digital image color analysis system to classify the rust color distribution rate and categorize corrosion levels based on the distribution ratio. The relationship between cross-sectional loss rate and corrosion depth tendencywas visually and quantitatively comprehended from the categorized corrosion levels. The study found that fatigue and tensile strengths of the specimens from the corrosion levels set in this study were equivalent to or higher than those of new wires. However, the possibility of variations due to the small number of specimens or insufficient corrosion progress cannot be ruled out.
引用
收藏
页码:79 / 90
页数:12
相关论文
共 50 条
  • [1] Corrosion and Embrittlement in High-Strength Wires of Suspension Bridge Cables
    Betti, R.
    West, A. C.
    Vermaas, G.
    Cao, Y.
    [J]. JOURNAL OF BRIDGE ENGINEERING, 2005, 10 (02) : 151 - 162
  • [2] Hydrogen Embrittlement and Corrosion Fatigue Performance of Galvanized Steel Wires for High Strength Bridge Cables
    Ma, Ying
    Ye, Jianshu
    Ge, Wanguang
    Lin, Jing
    [J]. ADVANCES IN SUPERALLOYS, PTS 1 AND 2, 2011, 146-147 : 134 - +
  • [3] Corrosion fatigue performance of pre-split steel wires for high strength bridge cables
    Jiang, J. H.
    Ma, A. B.
    Weng, W. F.
    Fu, G. H.
    Zhang, Y. F.
    Liu, G. G.
    Lu, F. M.
    [J]. FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2009, 32 (09) : 769 - 779
  • [4] High strength galvanized steel wire for bridge cables
    Tarui, Toshimi
    Maruyama, Naoki
    Eguchi, Tatsuya
    Konno, Shinichi
    [J]. Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE), 2002, 12 (03): : 209 - 213
  • [5] Evaluation of corrosion fatigue life for high-strength steel wires
    Lan, Chengming
    Feng, Ao
    Zhang, Yaoyao
    Ma, Junming
    Wang, Jianjun
    Li, Hui
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2024, 217
  • [6] Microscopic characteristics and corrosion rate modeling in galvanized high-strength steel wires
    Zhang, Haiping
    Liu, Haojie
    Chen, Fanghuai
    Luo, Yuan
    Xiao, Xinhui
    Deng, Yang
    Lu, Naiwei
    Liu, Yang
    [J]. Journal of Materials Research and Technology, 2024, 33 : 6234 - 6250
  • [7] Geometric characteristics of corrosion pits on high-strength steel wires in bridge cables under applied stress
    Fang, Kun
    Li, Shunlong
    Chen, Zhicheng
    Li, Hui
    [J]. STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2021, 17 (01) : 34 - 48
  • [8] Corrosion and embrittlement of high-strength bridge wires
    Vermaas, G
    Betti, R
    Barton, SC
    Duby, P
    West, AC
    [J]. LONG TERM DURABILITY OF STRUCTURAL MATERIALS - DURABILITY 2000, 2001, : 85 - 96
  • [9] Experimental Study on the Degradation of Mechanical Properties of Galvanized High-Strength Steel Wires for Bridge Cables Considering Prefatigue Effect
    Meng, Qingling
    Zhang, Yimin
    Wang, Hailiang
    Song, Jinbo
    [J]. JOURNAL OF BRIDGE ENGINEERING, 2024, 29 (08)
  • [10] Influence of tensile stress on corrosion behaviour of high-strength galvanized steel bridge wires in simulated acid rain
    Yang, W. J.
    Yang, P.
    Li, X. M.
    Feng, W. L.
    [J]. MATERIALS AND CORROSION-WERKSTOFFE UND KORROSION, 2012, 63 (05): : 401 - 407