腐蚀小直径钢筋粘结应力-滑移关系试验研究

Minori Imakita, I. Kishimoto, Masanari Uchida, Yoshiki Tatsumi
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引用次数: 0

摘要

为了研究腐蚀后的小直径钢筋在混凝土中的粘结滑移性能,对电解腐蚀后的小直径钢筋埋设在混凝土中的试件进行了双拉试验。从钢筋的应变分布出发,给出了粘结应力τ与滑移S之间的关系,得到了钢筋滑移、混凝土表面腐蚀量和裂缝宽度对最大粘结强度的影响。得到的结果如下所示。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental study on Bond stress-Slip relationship of Corroded small diameter Reinforcing bars
The purpose of this paper is to examine the bond-slip performance of corroded small-diameter reinforcing bars in concrete and double-pull tests were carried out on specimens in which small-diameter reinforcing bars corroded by electrolytic corrosion were embedded in concrete. From the strain distribution of reinforcing bars, the relationships between bond- stress(τ) and slip( S) were delived and the effect of slip of reinforcing , amount of corrosion and crack width occurred on concrete surface on maximum bond strength were obtained. The results obtained are as shown below.
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