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A Calculation Model for Corrosion Cracking in RC Structures

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【作者】 徐港卫军张克强周锡武

【Author】 Xu Gang, Wei Jun , Zhang Keqiang , Zhou Xiwu School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan 430074, China

【机构】 School of Civil Engineering and Mechanics Huazhong University of Science and TechnologySchool of Civil Engineering and Mechanics Huazhong University of Science and TechnologyWuhan 430074 China

【摘要】 A novel calculation model is proposed aiming at the problem of concrete cover cracking induced by reinforcement corrosion. In this article, the relationship between the corrosion depth of the bar and the thickness of the rust layer is established. By deducing the radial displacement expression of concrete, the formula for corrosion depth and corrosion pressure before cracking is proposed. The crack depth of cover in accordance with the maximum corrosion pressure is deduced; furthermore, the corrosion depth and corrosion pressure at the cracking time are obtained. Finally, the theoretical model is validated by several experiments, and the calculated values agree well with the experiment results.

【Abstract】 A novel calculation model is proposed aiming at the problem of concrete cover cracking induced by reinforcement corrosion. In this article, the relationship between the corrosion depth of the bar and the thickness of the rust layer is established. By deducing the radial displacement expression of concrete, the formula for corrosion depth and corrosion pressure before cracking is proposed. The crack depth of cover in accordance with the maximum corrosion pressure is deduced; furthermore, the corrosion depth and corrosion pressure at the cracking time are obtained. Finally, the theoretical model is validated by several experiments, and the calculated values agree well with the experiment results.

【基金】 This paper is supported by the National Natural Science Foundation of China (Nos. 50278039, 50538070)
  • 【文献出处】 Journal of China University of Geosciences ,中国地质大学学报(英文版) , 编辑部邮箱 ,2007年01期
  • 【分类号】TU375
  • 【被引频次】13
  • 【下载频次】99
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