Effect of stray current on corrosion of concrete structure and improvement experiment of reinforcement coating

被引:0
|
作者
Fang, Junyan [1 ]
Wang, Yuanhao [1 ]
Tian, Shibo [1 ]
Guo, Jialiang [1 ]
Wang, Kun [1 ]
Sun, Xigui [1 ]
Shi, Lei [1 ]
机构
[1] Shandong Univ Architecture, Sch Mat Sci & Engn, Jinan, Peoples R China
关键词
Concrete structure; electrochemical analysis; silver nitrate spraying method; scanning electron microscope (SEM); energy dispersive spectrometer (EDS); Zn-Ni alloy coating[AQ; STEEL;
D O I
10.1080/00150193.2024.2319549
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Concrete structures are often subjected to harsh environmental conditions, and problems such as corrosion will greatly limit their service life and safety. Stray current is one of the factors that can be easily ignored but seriously affect concrete structure. Therefore, the study of the influence of stray current on concrete structure is conducive to understanding the performance and corrosion mechanism of concrete structure, providing technical support for protecting concrete structure, and improving its service life and safety. In this experiment, the effect of stray current and chloride ion interaction on the corrosion of reinforced concrete structure was studied, and the protective effect of the coating on reinforced concrete was studied by using Zn-Ni alloy plating solution. Electrochemical workstation, silver nitrate spraying, scanning electron microscope (SEM), energy dispersive spectrometer (EDS) and direct observation were used to simulate and compare the corrosion experiments under different current intensities. By analyzing the influence of 0.05 and 0.10 A stray currents on concrete corrosion, the chloride penetration resistance of concrete structures was evaluated, and blank control experiments were set for different current intensity and different energizing time. The corrosion resistance of the steel bar coated with Zn-Ni alloy is compared with the steel bar without changing the coating under the same corrosion conditions. The results show that the corrosion tendency of concrete structures will be further increased under the action of stray current and chloride ion coupling, and the corrosion reaction will be accelerated. In addition, at the same time, the higher the simulated current, the more serious the corrosion of concrete structure; Under the same simulated current, the longer the electrification time, the worse the resistance of concrete structure to chloride ion erosion. Moreover, the corrosion resistance of the steel bar coated with Zn-Ni alloy is better. In summary, this study concludes that the coupling of stray current and chloride ion causes damage to the corrosion of concrete structures, and the current intensity and energized time are proportional to the corrosion degree, and the modified Zn-Ni alloy coated steel bar has better corrosion resistance
引用
收藏
页码:1561 / 1573
页数:13
相关论文
共 50 条
  • [41] Effect of aggregate contamination with pyrite on reinforcement corrosion in concrete
    Brandao Capraro, Ana Paula
    Macioski, Gustavo
    Farias de Medeiros, Marcelo Henrique
    ENGINEERING FAILURE ANALYSIS, 2021, 120
  • [42] Corrosion behavior of steel fiber reinforced concrete under ambipolar stray current interference
    Liu, Hu
    Li, Kaibin
    Li, Yongqiang
    Liu, Suyun
    Cui, Hongzhi
    Liu, Wei
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 411
  • [43] Effect of Soil Salt Content on Stray Current Corrosion of Buried Metal
    Li, Yaning
    Jiao, Meng
    Wang, Ye
    Li, Wenfei
    Kang, Hong
    Zhang, Wencai
    IEEE ACCESS, 2022, 10 : 85843 - 85853
  • [44] Reinforcement Corrosion Characterization of Concrete Structure in the South China Sea
    Da B.
    Yu H.
    Ma H.
    Zhang Y.
    Zhu H.
    Yu Q.
    Ye H.
    Jing X.
    Yu, Hongfa (yuhongfa@nuaa.edu.cn), 2018, Editorial Board of Journal of Basic Science and (26): : 371 - 379
  • [45] Effectiveness of impressed current technique to simulate corrosion of steel reinforcement in concrete
    El Maaddawy, TA
    Soudki, KA
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2003, 15 (01) : 41 - 47
  • [46] Possibility of improvement of potentiodynamic method for monitoring corrosion rate of steel reinforcement in concrete
    Zivica, V
    BULLETIN OF MATERIALS SCIENCE, 2001, 24 (05) : 555 - 558
  • [47] Possibility of improvement of potentiodynamic method for monitoring corrosion rate of steel reinforcement in concrete
    V. Živica
    Bulletin of Materials Science, 2001, 24 : 555 - 558
  • [48] Mechanical properties and corrosion mechanism of steel fiber reinforced concrete (SFRC) subjected to stray current
    Liu, Haotian
    Yang, Lin
    Kang, Kailong
    Gao, Danying
    Liu, Guojian
    Zhang, Yu
    Zhang, Yunsheng
    JOURNAL OF BUILDING ENGINEERING, 2024, 96
  • [49] Effect of fly ash on concrete reinforcement corrosion studied by EIS
    Montemor, MF
    Simoes, AMP
    Salta, MM
    CEMENT & CONCRETE COMPOSITES, 2000, 22 (03): : 175 - 185
  • [50] EFFECT OF FLY-ASH IN CONCRETE ON THE CORROSION OF STEEL REINFORCEMENT
    ANDRADE, C
    JOURNAL OF THE AMERICAN CONCRETE INSTITUTE, 1986, 83 (02): : 333 - 333