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Propagation of reinforcement corrosion in concrete and its effects on structural deterioration

机译:混凝土中钢筋锈蚀的传播及其对结构劣化的影响

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摘要

Studies of the most recently published literature reveal that the current state of research on corrosion propagation in reinforced concrete and its effects on structural deterioration remains unsatisfactory. This is in spite of extensive and intensive research on reinforcement corrosion in concrete for the past three decades or so. This paper presents results produced from an experimental programme designed to investigate the propagation of chloride-induced reinforcement corrosion in concrete and its effects on structural deterioration. Factors that are deemed to contribute to the propagation of reinforcement corrosion and affect structural deterioration are studied. Structural behaviour of corrosion-affected concrete flexural members is examined in terms of strength, stiffness and bond. A deterioration factor is proposed in the paper in order to analyse the test results in a more systematic manner and to make maximum use of the data for uncertainty analysis. Also presented in the paper is a comparison of the test results on strength deterioration as obtained from both a destructive load test and non-destructive measurements, and a relationship between structural deterioration as determined from the two methods is derived.
机译:对最近发表的文献的研究表明,钢筋混凝土中腐蚀传播及其对结构劣化的影响的研究现状仍不令人满意。尽管在过去的三十多年中对混凝土中的钢筋腐蚀进行了广泛而深入的研究。本文介绍了一个实验程序产生的结果,该程序旨在研究氯化物引起的钢筋腐蚀在混凝土中的传播及其对结构劣化的影响。研究了被认为有助于增强腐蚀传播并影响结构劣化的因素。从强度,刚度和粘结性方面研究了受腐蚀的混凝土挠曲构件的结构行为。为了更好地系统分析测试结果并最大程度地利用数据进行不确定性分析,本文提出了一种劣化因素。本文还介绍了通过破坏性载荷测试和非破坏性测量获得的强度劣化测试结果的比较,并得出了两种方法确定的结构劣化之间的关系。

著录项

  • 来源
    《Magazine of Concrete Research》 |2005年第5期|p.261-271|共11页
  • 作者

    C. Q. Li; J. J. Zheng;

  • 作者单位

    Department of Civil Engineering, University of Dundee, DD1 4HN, UK;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 水泥工业;
  • 关键词

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