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Bond behaviour of NSM CFRP-concrete systems: adhesive and CFRP cross-section influences

机译:NSM CFRP混凝土系统的粘结性能:粘合剂和CFRP横截面的影响

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摘要

Near Surface Mounted (NSM) strengthening technique has been used in a sustainable way for retrofitting existing structures. This technique, which utilizes CFRP laminates inserted in the concrete cover, has been used due to the several advantages when compared with the technique based on the application of these reinforcing materials on the concrete surface (EBR technique). Although several studies have been developed on this topic in the recent past, open issues still deserve research, such as the influence of the adhesive type on the performance of the NSM-CFRP system. The present work details an experimental program carried out in order to assess the effect of using three adhesives with distinct mechanical properties on the bond behavior of the NSM-CFRP system, through direct pullout tests (DPT). Thus, the following variables were considered in the present study: (i) the type of adhesive; (ii) the cross section of the laminate; and, (iii) the bond length. The experimental pullout force-slip responses were obtained and digital image correlation (DIC) was used for obtaining additional information about the bond mechanisms developed. In general, two of the three adhesives, with similar mechanical characteristics, provided essentially similar bond behavior, with high level of effectiveness, whereas the third adhesive, which had a much lower elastic modulus than the other two, provided the lowest effectiveness in terms of the investigated parameters.
机译:近表面安装(NSM)加固技术已以可持续的方式用于改造现有结构。与基于将这些增强材料应用于混凝土表面的技术(EBR技术)相比,该技术利用了插入混凝土表层的CFRP层压板,因此具有多种优势。尽管最近在此主题上进行了一些研究,但仍有待研究的问题,例如粘合剂类型对NSM-CFRP系统性能的影响。本工作详细介绍了一个实验程序,旨在通过直接拉拔测试(DPT)评估使用三种具有不同机械性能的粘合剂对NSM-CFRP系统的粘合性能的影响。因此,在本研究中考虑了以下变量:(i)粘合剂的类型; (ii)层压板的横截面; (iii)键长。获得了实验拔出力-滑移响应,并使用了数字图像相关性(DIC)获得了有关所开发键合机制的其他信息。一般而言,三种具有相同机械特性的粘合剂中的两种具有基本相似的粘合性能,并具有很高的效力,而第三种粘合剂的弹性模量比其他两种粘合剂低得多,因此,其有效性最低。研究的参数。

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