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首页> 外文期刊>Journal of China University of Geosciences >A Calculation Model for Corrosion Cracking in RC Structures
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A Calculation Model for Corrosion Cracking in RC Structures

机译:钢筋混凝土结构腐蚀开裂的计算模型

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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.
机译:针对钢筋锈蚀引起的混凝土表层开裂问题,提出了一种新的计算模型。本文建立了钢筋腐蚀深度与锈层厚度之间的关系。通过推导混凝土的径向位移表达式,提出了开裂前腐蚀深度和腐蚀压力的公式。根据最大腐蚀压力推导出盖的裂纹深度;此外,获得了开裂时的腐蚀深度和腐蚀压力。最后,通过多次实验对理论模型进行了验证,计算结果与实验结果吻合良好。

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