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Approximate analysis of adhesive stresses in the adhesive layer of plated RC beams

机译:镀RC梁粘结层中粘结应力的近似分析

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A new popular method for retrofitting reinforced concrete beams is to bond fiber reinforced plastic (FRP) plates to the soffit. An important failure mode for such strengthened members is the debonding of the FRP plate from the member due to high interfacial stresses near the plate ends. As a result, previous researchers have developed several analytical methods to predict the interface performance of bonded repairs. In this paper, a theoretical interfacial stress analysis is presented, including creep and shrinkage effect for simply supported RC beams with a thin FRP composite plate. It explicitly considers the interface slip effect on the structural performance. The results agree reasonably well with those from the existing solutions. The influence of creep and shrinkage effect relative to the time of the casting and the time of the loading of the beams is taken into account. A parametric study has been conducted to investigate the sensitivity of interface behaviours to parameters such as the interface layer stiffness.
机译:加固钢筋混凝土梁的一种新的流行方法是将纤维增强塑料(FRP)板粘结到拱腹上。这种加强构件的重要失效模式是由于板端附近的高界面应力导致FRP板从构件上剥离。结果,以前的研究人员已经开发了几种分析方法来预测粘结修复的界面性能。本文提出了一种理论界面应力分析,包括具有薄FRP复合板的简单支撑的RC梁的蠕变和收缩效应。它明确考虑了界面滑移对结构性能的影响。结果与现有解决方案的结果相当吻合。考虑了蠕变和收缩效应相对于铸造时间和梁加载时间的影响。已经进行了一项参数研究,以研究界面行为对诸如界面层刚度等参数的敏感性。

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