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Experimental bond tests on masonry panels strengthened by FRP

机译:玻璃纤维增​​强的砖石面板粘结试验

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摘要

The results of an experimental campaign on bond between Glass Fiber Reinforced Polymer (GFRP) sheets and single clay brick or masonry panel is presented. Four different types of clay bricks (new and ancient) are considered, where the difference between bricks is not only due to their mechanical properties but also to their surface texture. Another focus point of the experimental campaign is the effect of mortar joints on the GFRP-masonry panel bond. Moreover, the effects of different surface preparations on the debonding load were investigated, concerning both bricks and masonry panels. A total number of 38 specimens was tested and results in terms of debonding force, strain along the GFRP and failure modes are here reported. The experimental results were also compared to design formula proposed by the new version of Italian Guidelines. Furthermore, in order to numerically describe the bond behaviour of the specimens tested, non-linear interface laws were calibrated starting from the debonding load and the measured strains along the GFRP for various loading levels. (C) 2015 Elsevier Ltd. All rights reserved.
机译:介绍了玻璃纤维增​​强聚合物(GFRP)薄板与单块粘土砖或砖石板之间的粘结性的实验结果。考虑了四种不同类型的粘土砖(新的和古老的),砖之间的差异不仅是由于其机械性能,还在于其表面质地。实验活动的另一个重点是砂浆接缝对GFRP-砌体面板粘结的影响。此外,针对砖块和砖石面板,研究了不同表面处理对剥离强度的影响。总共测试了38个样品,并报告了脱粘力,沿GFRP的应变和破坏模式的结果。实验结果也与新版《意大利指南》提出的设计公式进行了比较。此外,为了从数值上描述被测样品的粘结行为,从脱胶载荷和在各种载荷水平下沿着GFRP测得的应变开始,对非线性界面定律进行了校准。 (C)2015 Elsevier Ltd.保留所有权利。

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