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Bond behaviour between NSM CFRP strips and concrete substrate using single-lap shear testing with epoxy adhesive

机译:使用环氧树脂粘合剂的单圈剪切测试,NSM CFRP条与混凝土基材之间的粘结性能

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摘要

The efficiency of near-surface mounted (NSM) carbon fibre reinforced polymer (CFRP) strengthening method depends on the bond between the concrete substrate and the NSM CFRP. Therefore, the behaviour of the bond between the concrete substrate and NSM CFRP strips must be understood. This paper presents the results of a study of the bond efficiency of NSM CFRP strips with two different dimensions (1.4 x 10, 1.4 x 20 mm) and surface types (smooth, rough). A total of 12 concrete prisms (75 x 75 x 250 mm) were tensioned under monotonic loading until failure using direct pull-out tests (single-lap shear tests). This paper also contains development of a statistical model to predict the bond strength (pull-out force). It was found that the rough surface of CFRP strips 1.4 x 20 mm in dimensions showed superior bond strength (pull-out force). Moreover, there is very good agreement between the experimental and predicted results. (C) 2015 Published by Elsevier Ltd.
机译:近表面贴装(NSM)碳纤维增强聚合物(CFRP)加固方法的效率取决于混凝土基材与NSM CFRP之间的粘结力。因此,必须了解混凝土基材和NSM CFRP条之间的粘结行为。本文介绍了两种尺寸(1.4 x 10、1.4 x 20 mm)和表面类型(光滑,粗糙)的NSM CFRP条的粘结效率的研究结果。在单调加载下,总共拉紧了12个混凝土棱柱(75 x 75 x 250 mm),直到使用直接拉出试验(单圈剪切试验)将其破坏为止。本文还包含一个统计模型的开发,以预测粘结强度(拉出力)。已经发现,尺寸为1.4×20mm的CFRP条的粗糙表面显示出优异的结合强度(拉出力)。而且,实验结果和预测结果之间有很好的一致性。 (C)2015年由Elsevier Ltd.出版

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