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Estimations of the debonding process of aged joints through a new analytical method

机译:通过一种新的分析方法估算老化接头的脱胶过程

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The estimation of the long-term durability of adhesively bonded interfaces between Fiber Reinforced Polymers (FRP) and concrete substrates is crucial because degradation potentiates FRP premature debonding. One of the main reasons for mistrusting the use of FRP composites is the premature debonding phenomenon, which, associated to degradation, has been preventing their widespread use. In this research work, an analytical model is proposed that introduces ageing to estimate the effects of degradation of Glass (G) FRP externally bonded to concrete. Cycles were used to experimentally accelerate ageing of beam specimens, namely, (i) salt fog cycles; (ii) wet-dry cycles with salted water; (iii) temperature cycles between -10 degrees C and + 30 degrees C; and (iv) temperature cycles between + 7.5 degrees C and + 47.5 degrees C. Based on the experimental results obtained and a corresponding bond-slip curve, the analytical model predicts the complete debonding process between FRP composites and a substrate. Consequently, the temporal evolution of the degradation of the bonded interfaces can be calculated and compared with the initial situation prior to exposure. The effects of the environmental conditions are reported and compared.
机译:评估纤维增强聚合物(FRP)与混凝土基材之间的粘合界面的长期耐久性至关重要,因为降解会增强FRP的过早剥离力。不信任FRP复合材料使用的主要原因之一是过早的脱胶现象,这种现象与降解有关,一直在阻止其广泛使用。在这项研究工作中,提出了一种分析模型,该模型引入了时效以估算外部粘结至混凝土的玻璃(G)FRP的降解效果。周期用于实验性地加速梁样品的老化,即(i)盐雾周期; (ii)用盐水进行干湿循环; (iii)-10摄氏度至+ 30摄氏度之间的温度循环; (iv)温度循环在+ 7.5摄氏度和+ 47.5摄氏度之间。基于获得的实验结果和相应的粘结滑移曲线,该分析模型预测了FRP复合材料与基材之间的完全脱胶过程。因此,可以计算出键合界面退化的时间演变,并将其与暴露前的初始情况进行比较。报告并比较了环境条件的影响。

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