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

Md. Rajbanul Akhond, Ahmad Irfan, Ahmed Sharif
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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.
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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。
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来源期刊
CiteScore
3.90
自引率
9.50%
发文量
24
期刊最新文献
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