Study on the initial corrosion characteristics of weathering steel bridges with corrugated steel webs

被引:1
|
作者
Li, Xinrui [1 ,2 ]
Ji, Wei [1 ,3 ]
He, Jiangning [1 ]
机构
[1] Lanzhou Jiaotong Univ, Coll Civil Engn, Lanzhou 730070, Peoples R China
[2] Lanzhou Resources & Environm Voc Tech Univ, Lanzhou 730022, Peoples R China
[3] Hunan Univ, Coll Civil Engn, Changsha 410082, Hunan, Peoples R China
基金
中国国家自然科学基金;
关键词
Weathering steel bridge; Corrugated steel web; Corrosion evolution; Corrosion monitoring; Corrosion detection; Corrosion morphology; Corrosion pits; LOW-CARBON STEEL; ATMOSPHERIC CORROSION; PROTECTIVE ABILITY; TYPICAL SURFACES; BEHAVIOR; PERFORMANCE; RESISTANCE; THICKNESS; GIRDER; LAYERS;
D O I
10.1016/j.conbuildmat.2024.138402
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this study, the characteristics and influencing factors of the early corrosion evolution process of the weathering steel (WS) bridge in northwest China were examined, revealing the seldom-studied corrosion evolution law of the corrugated web of weathering steel. The corrosion losses and average corrosion thickness of WS bridge components were measured and evaluated. The results revealed that compared with traditional flat steel webs, the corrosion of corrugated steel webs was enhanced in the vertical direction and at the wave peak, and resulted in a more complex corrosion pattern. The trend of the rust layer on the inner and outer surfaces of the box girder is related to the stage characteristics of the corrosion products. The appearance of microscopic characteristics of the rust layer is periodic, with the rust layer thickness, colour, and particle size varying with the bridge's location. The development of the corrosion pit followed a lognormal distribution, and the corrosion rate was balanced in the radial and depth directions. These results can serve as a basis for designers or inspectors to design WS bridge structures, select correct corrosion allowances, and improve corrosion monitoring and detection techniques.
引用
收藏
页数:18
相关论文
共 50 条
  • [21] Torsional behavior of prestressed concrete box bridges with corrugated steel webs
    Mo, YL
    Jeng, CH
    COMPOSITE AND HYBRID STRUCTURES, VOLS 1 AND 2, 2000, : 173 - 180
  • [22] Modified calculation on shear stress of girder bridges with corrugated steel webs
    Chai, Jilong
    Zhou, Man
    Zhang, Yufeng
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2024, 221
  • [23] CORROSION PERFORMANCE OF WEATHERING STEEL IN HIGHWAY BRIDGES.
    McKenzie, M.
    1978, (857):
  • [24] Study on Dynamic Characteristics of an Improved Composite Box Girder with Corrugated Steel Webs
    Kong, Xuan
    Luo, Kui
    Ji, Wei
    Tang, Quanyu
    Deng, Lu
    JOURNAL OF BRIDGE ENGINEERING, 2022, 27 (06)
  • [25] The Kelvin probe study on initial corrosion of weathering steel with NaCl deposition
    Dong, Chaofang
    Liu, Qian
    Xiao, Kui
    Xu, Longjiao
    Li, Xiaogang
    NEW MATERIALS AND ADVANCED MATERIALS, PTS 1 AND 2, 2011, 152-153 : 493 - 499
  • [26] Long-Term Behavior of Prestressed Concrete Bridges with Corrugated Steel Webs
    Chen, X. C.
    Pandey, M.
    Bai, Z. Z.
    Au, F. T. K.
    JOURNAL OF BRIDGE ENGINEERING, 2017, 22 (08)
  • [27] Prestressed concrete bridges with corrugated steel webs: Nonlinear analysis and experimental investigation
    Chen, Xia-chun
    Bai, Zhi-zhou
    Zeng, Yu
    Jiang, Rui-juan
    Au, Francis T. K.
    STEEL AND COMPOSITE STRUCTURES, 2016, 21 (05): : 1045 - 1067
  • [28] Dynamic response of girder bridges with corrugated steel webs subjected to moving loads
    Li, Qiangbo
    Zhou, Man
    THIN-WALLED STRUCTURES, 2024, 203
  • [29] Initial Imperfection Simulation and Effect on Shear Buckling of Corrugated Steel Webs
    Song, Jianyong
    Yu, Yamei
    Zhang, Shuo
    ADVANCED DESIGN TECHNOLOGY, PTS 1-3, 2011, 308-310 : 2463 - +
  • [30] Shear force transfer efficiency of tapered bridges with trapezoidal corrugated steel webs
    Su, Xiaolong
    Zhou, Man
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2023, 211