Research progress in mechanisms, influence factors and improvement routes of chloride binding for cement composites

Chloride-induced corrosion of steel reinforcement is a major cause of durability degradation for reinforced concrete (RC) structures. Chloride binding approach is recognized as one of the most economically effective methods to address the above issue. However, there is still a lack of comprehensive...

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Published inJournal of Building Engineering Vol. 86; p. 108978
Main Authors He, Haijie, Qiao, Hongxia, Sun, Tianying, Yang, Haiming, He, Chuang
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.06.2024
Subjects
Online AccessGet full text
ISSN2352-7102
2352-7102
DOI10.1016/j.jobe.2024.108978

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Abstract Chloride-induced corrosion of steel reinforcement is a major cause of durability degradation for reinforced concrete (RC) structures. Chloride binding approach is recognized as one of the most economically effective methods to address the above issue. However, there is still a lack of comprehensive and up-to-date reviews in the field of chloride binding. Therefore, a thorough analysis of current studies on chloride binding is required. This review aims to provide a comprehensive outline from three aspects: mechanisms, influence factors, and improvement techniques of chloride binding for cement-based materials. Specifically, two kinds of chloride binding mechanisms are systematically introduced. Subsequently, various influence factors of chloride binding are comprehensively analyzed. Furthermore, effective methods to enhance chloride binding performance are introduced. Finally, the challenges and prospects in the field of chloride binding for cement-based materials are discussed in depth. This review is expected to assist researchers in better understanding chloride binding and would provide a reference for designing effective anti-chloride-corrosion measures for steel reinforcement and predicting the service life of RC structures. [Display omitted] •Chloride binding mechanism of cement matrix is comprehensively outlined.•Various influence factors of chloride binding are deeply discussed.•Enhancement methods of chloride binding are systematically introduced.•Challenges and prospects of chloride binding are rationally proposed.
AbstractList Chloride-induced corrosion of steel reinforcement is a major cause of durability degradation for reinforced concrete (RC) structures. Chloride binding approach is recognized as one of the most economically effective methods to address the above issue. However, there is still a lack of comprehensive and up-to-date reviews in the field of chloride binding. Therefore, a thorough analysis of current studies on chloride binding is required. This review aims to provide a comprehensive outline from three aspects: mechanisms, influence factors, and improvement techniques of chloride binding for cement-based materials. Specifically, two kinds of chloride binding mechanisms are systematically introduced. Subsequently, various influence factors of chloride binding are comprehensively analyzed. Furthermore, effective methods to enhance chloride binding performance are introduced. Finally, the challenges and prospects in the field of chloride binding for cement-based materials are discussed in depth. This review is expected to assist researchers in better understanding chloride binding and would provide a reference for designing effective anti-chloride-corrosion measures for steel reinforcement and predicting the service life of RC structures. [Display omitted] •Chloride binding mechanism of cement matrix is comprehensively outlined.•Various influence factors of chloride binding are deeply discussed.•Enhancement methods of chloride binding are systematically introduced.•Challenges and prospects of chloride binding are rationally proposed.
ArticleNumber 108978
Author He, Haijie
Sun, Tianying
Yang, Haiming
He, Chuang
Qiao, Hongxia
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  surname: He
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  givenname: Hongxia
  surname: Qiao
  fullname: Qiao, Hongxia
  organization: Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou, Gansu, PR China
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  givenname: Tianying
  surname: Sun
  fullname: Sun, Tianying
  organization: College of Civil and Architectural Engineering, Taizhou University, Taizhou, Zhejiang, PR China
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  givenname: Haiming
  surname: Yang
  fullname: Yang, Haiming
  organization: Zhejiang Building Materials Group Co., LTD, Hangzhou, Zhejiang, PR China
– sequence: 5
  givenname: Chuang
  surname: He
  fullname: He, Chuang
  email: hechuang@szu.edu.cn, 584650078@qq.com
  organization: College of Civil and Architectural Engineering, Taizhou University, Taizhou, Zhejiang, PR China
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Improvement techniques
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Cement-based materials
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Snippet Chloride-induced corrosion of steel reinforcement is a major cause of durability degradation for reinforced concrete (RC) structures. Chloride binding approach...
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StartPage 108978
SubjectTerms Cement-based materials
Chloride binding
Improvement techniques
Influence factors
Mechanism
Title Research progress in mechanisms, influence factors and improvement routes of chloride binding for cement composites
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