An overview of corrosion behavior and contemporary management techniques of thermomechanically treated rebars in concrete structures

Md. Rajbanul Akhond, Ahmad Irfan, Ahmed Sharif
{"title":"An overview of corrosion behavior and contemporary management techniques of thermomechanically treated rebars in concrete structures","authors":"Md. Rajbanul Akhond, Ahmad Irfan, Ahmed Sharif","doi":"10.1080/24705314.2023.2259721","DOIUrl":null,"url":null,"abstract":"ABSTRACTThe corrosion of reinforcement possesses a huge problem for our present infrastructure both in terms of human lives and monetary ground. Understanding the corrosion of thermomechanically treated (TMT) rebar in concrete structures is essential as it represents a large segment of reinforcement materials. In this review, we have tried to scrutinize this issue from different directions. The established corrosion model for rebar, especially for TMT rebar, has been examined. The main contributing factor for rebar corrosion is how passivation occurs and its disintegration in contact with aggressive ions. The effects of composition, microstructure, concrete-rebar interface, concrete type, and corrosion media on this phenomenon have been analyzed. We have realized that the exact time of chloride ion attack determines the effectiveness of the passive layer in inhabiting the corrosion initiation. A combination of suitable alloying and controlled thermomechanical treatment ensures corrosion resistant rebar. Concrete also plays an important role in corrosion prevention as it helps passivation step and stops aggressive ions from reaching the rebars. Finally, we have discussed some recent trends in corrosion management technologies and their effectiveness.KEYWORDS: CorrosionTMT rebarreinforcementRCC structuresthermo-mechanical treatmentpassivation AcknowledgmentsThe authors would like to thank the Bangladesh University of Engineering and Technology (BUET) for providing assistance with different facilities. One of the authors, A. Irfan extends his appreciation to the Deanship of Scientific Research at King Khalid University Saudi Arabia for funding this work through Large Research Group Project under grant number (RGP/2/63/44).Disclosure statementNo potential conflict of interest was reported by the author(s).CRediT authorship contribution statementMd. Rajbanul Akhond: Conceptualization, Methodology, Formal analysis Writing – original draft. Ahmad Irfan: Formal analysis, Writing – review & editing. Ahmed Sharif: Conceptualization, Methodology, Writing – review & editing, Resources, Supervision.","PeriodicalId":43844,"journal":{"name":"Journal of Structural Integrity and Maintenance","volume":null,"pages":null},"PeriodicalIF":3.0000,"publicationDate":"2023-09-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Structural Integrity and Maintenance","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1080/24705314.2023.2259721","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

Abstract

ABSTRACTThe corrosion of reinforcement possesses a huge problem for our present infrastructure both in terms of human lives and monetary ground. Understanding the corrosion of thermomechanically treated (TMT) rebar in concrete structures is essential as it represents a large segment of reinforcement materials. In this review, we have tried to scrutinize this issue from different directions. The established corrosion model for rebar, especially for TMT rebar, has been examined. The main contributing factor for rebar corrosion is how passivation occurs and its disintegration in contact with aggressive ions. The effects of composition, microstructure, concrete-rebar interface, concrete type, and corrosion media on this phenomenon have been analyzed. We have realized that the exact time of chloride ion attack determines the effectiveness of the passive layer in inhabiting the corrosion initiation. A combination of suitable alloying and controlled thermomechanical treatment ensures corrosion resistant rebar. Concrete also plays an important role in corrosion prevention as it helps passivation step and stops aggressive ions from reaching the rebars. Finally, we have discussed some recent trends in corrosion management technologies and their effectiveness.KEYWORDS: CorrosionTMT rebarreinforcementRCC structuresthermo-mechanical treatmentpassivation AcknowledgmentsThe authors would like to thank the Bangladesh University of Engineering and Technology (BUET) for providing assistance with different facilities. One of the authors, A. Irfan extends his appreciation to the Deanship of Scientific Research at King Khalid University Saudi Arabia for funding this work through Large Research Group Project under grant number (RGP/2/63/44).Disclosure statementNo potential conflict of interest was reported by the author(s).CRediT authorship contribution statementMd. Rajbanul Akhond: Conceptualization, Methodology, Formal analysis Writing – original draft. Ahmad Irfan: Formal analysis, Writing – review & editing. Ahmed Sharif: Conceptualization, Methodology, Writing – review & editing, Resources, Supervision.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
混凝土结构中热处理钢筋的腐蚀行为和当代管理技术概述
【摘要】钢筋锈蚀对我们当前的基础设施无论是对人的生命还是对经济的影响都是一个巨大的问题。了解热机械处理(TMT)钢筋在混凝土结构中的腐蚀是必不可少的,因为它代表了钢筋材料的很大一部分。在这篇综述中,我们试图从不同的角度来审视这个问题。对已建立的钢筋锈蚀模型,特别是TMT钢筋锈蚀模型进行了验证。钢筋腐蚀的主要影响因素是钝化过程及其与侵蚀离子接触时的分解。分析了腐蚀成分、微观结构、混凝土-钢筋界面、混凝土类型和腐蚀介质等因素对这一现象的影响。我们已经认识到,氯离子攻击的准确时间决定了钝化层在腐蚀起源地的有效性。适当的合金化和受控的热机械处理相结合,确保钢筋耐腐蚀。混凝土在防腐蚀方面也起着重要的作用,因为它有助于钝化步骤,并阻止侵蚀性离子到达钢筋。最后,我们讨论了腐蚀管理技术的一些最新趋势及其有效性。关键词:腐蚀tmt钢筋混凝土结构热机械处理钝化致谢作者要感谢孟加拉国工程技术大学(BUET)在不同设施方面提供的帮助。作者之一A. Irfan感谢沙特阿拉伯哈立德国王大学的科学研究主任通过资助号(RGP/2/63/44)的大型研究小组项目资助这项工作。披露声明作者未报告潜在的利益冲突。信用、作者、贡献声明Rajbanul Akhond:概念化,方法论,形式分析写作-原稿。Ahmad Irfan:形式分析,写作-审查和编辑。艾哈迈德谢里夫:概念化,方法论,写作-审查和编辑,资源,监督。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
CiteScore
3.90
自引率
9.50%
发文量
24
期刊最新文献
Influential factor analysis of slag-based engineered cementitious composites using Taguchi robust method Influence of corrosion-based section loss on morphology and tensile capacity of pre-stressing strands Application of electrical resistivity for estimating compressive strength of FRC at early-ages Evaluation and optimization of volume fraction and aspect ratio of Polyethylene Terephthalate (PET) fibers in self-compacting lightweight concrete Vulnerability assessment of tall isolated steel building under variable earthquake hazard levels using endurance time method
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1