Non-uniform time-to-corrosion initiation in steel reinforced concrete under chloride environment

被引：87
|
作者：
Muthulingam, S. [1 ]
Rao, B. N. [1 ]
机构：
[1] Indian Inst Technol Madras, Struct Engn Div, Dept Civil Engn, Madras 600036, Tamil Nadu, India
来源：
CORROSION SCIENCE | 2014年 / 82卷
关键词：
Concrete; Steel reinforced concrete; Atmospheric corrosion; MARINE-ENVIRONMENT; COVER-CRACKING; ANALYTICAL-MODEL; THRESHOLD LEVEL; PART I; DIFFUSION; PENETRATION; ADSORPTION; PREDICTION; ISOTHERMS;
D O I：
10.1016/j.corsci.2014.01.023
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
Chloride-induced corrosion in reinforced concrete (RC) leads to non-uniform distribution of corrosion products around the rebar perimeter. The present study focuses on corrosion caused by sea-salt particles floating in the air, by considering diffusion as the dominant mode of chloride intrusion into concrete. Detailed parametric study is carried out involving critical chloride content, structural configuration, distance from the coastline, concrete cover thickness and rebar diameter, to understand their effects on chloride ingress into concrete. Qualitative comparison of damage induced on concrete cover as a result of non-uniform corrosion layer formation around rebars is presented through time-to-corrosion initiation (TCI) profiles. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码：304 / 315
页数：12
相关论文
共 50 条
  • [21] Study on concrete cracking caused by non-uniform corrosion of steel bar
    Shang, Huaishuai
    Liu, Jirui
    [J]. CANADIAN JOURNAL OF CIVIL ENGINEERING, 2022, 49 (06) : 864 - 869
  • [22] Shear behavior of reinforced concrete beams subjected to accelerated non-uniform corrosion
    Fu, Chuanqing
    Huang, Jin
    Dong, Zheng
    Song, Chen
    Zhang, Yun
    [J]. ENGINEERING STRUCTURES, 2023, 286
  • [23] Influence of temperature and relative humidity variations on non-uniform corrosion of reinforced concrete
    Chauhan, Aditi
    Sharma, Umesh Kumar
    [J]. STRUCTURES, 2019, 19 : 296 - 308
  • [24] Analytic model of non-uniform corrosion induced cracking of reinforced concrete structure
    张小刚
    王学志
    卢朝辉
    邢锋
    [J]. Journal of Central South University, 2011, 18 (03) : 940 - 945
  • [25] Modelling of Non-Uniform Corrosion-Induced Cover Cracking in Reinforced Concrete
    Guzman, Santiago
    Galvez, Jaime C.
    Sancho, Jose M.
    [J]. CONCREEP 10: MECHANICS AND PHYSICS OF CREEP, SHRINKAGE, AND DURABILITY OF CONCRETE AND CONCRETE STRUCTURES, 2015, : 426 - 434
  • [26] Comparison of uniform and non-uniform corrosion induced damage in reinforced concrete based on a Gaussian description of the corrosion layer
    Zhao, Yuxi
    Karimi, Ali R.
    Wong, Hong S.
    Hu, Bingyan
    Buenfeld, Nick R.
    Jin, Weiliang
    [J]. CORROSION SCIENCE, 2011, 53 (09) : 2803 - 2814
  • [27] Effects of non-uniform corrosion on the cracking and service life of reinforced concrete structures
    Jang, Bong Seok
    Oh, Byung Hwan
    [J]. CEMENT AND CONCRETE RESEARCH, 2010, 40 (09) : 1441 - 1450
  • [28] Flexural performance of reinforced concrete beams subjected to accelerated non-uniform corrosion
    Huang, Jin
    Yu, Dezhong
    Cao, Yunzhong
    Fu, Chuanqing
    [J]. MATERIALS AND STRUCTURES, 2024, 57 (01)
  • [29] Analytic model of non-uniform corrosion induced cracking of reinforced concrete structure
    Zhang Xiao-gang
    Wang Xue-zhi
    Lu Zhao-hui
    Xing Feng
    [J]. JOURNAL OF CENTRAL SOUTH UNIVERSITY OF TECHNOLOGY, 2011, 18 (03): : 940 - 945
  • [30] Modeling the time-to-corrosion cracking of reinforced concrete structures by finite element
    Castorena, J. H.
    Almeraya-Calderon, F.
    Velasquez, J. I.
    Gaona-Tiburcio, C.
    Cardenas, A. I.
    Barrios-Durstewitz, C.
    Leon, L. Lopez
    Martinez-Villafane, A.
    [J]. CORROSION, 2008, 64 (07) : 600 - 606
12345