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A fracture-based interface model for simulating the bond behaviour of FRP strips glued to a brittle substrate

机译:基于断裂的界面模型,用于模拟粘合到脆性基材上的FRP条的粘结行为

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The present paper deals with the bond behaviour of Fibre Reinforced Polymer (FRP) laminates glued to brittle substrates. Based on a similar proposal already available in the scientific literature for discrete-crack analyses on plain concrete, this work formulates a numerical model completely conceived within the general framework of Fracture Mechanics and plasticity-based concepts. This is the key novel aspect of the proposed work, whereas, as a matter of fact, the most common proposals and theoretical models available in the scientific literature and adopted for describing the bond behaviour of FRP-to-brittle adhesive joints are generally based on assuming "a priori" the analytical expression of the interface bond-slip law. Numerical applications demonstrate the soundness of the proposed formulation and show a very good agreement with experimental results of FRP-to-concrete bond-slip tests.
机译:本文研究了粘合到脆性基材上的纤维增强聚合物(FRP)层压板的粘结性能。基于科学文献中已经存在的用于普通混凝土离散裂缝分析的类似建议,这项工作制定了一个完全在断裂力学和基于塑性概念的通用框架内构想的数值模型。这是拟议工作的关键新颖方面,而事实上,科学文献中可用于描述FRP与脆性胶接点粘结行为的最常见建议和理论模型通常是基于假设“先验”界面键滑定律的分析表达式。数值应用证明了所提出配方的安全性,并与FRP到混凝土粘结滑移试验的实验结果非常吻合。

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