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Experimental and numerical study on the composite adhesive joint reinforcement using wavy edge

机译:波状边缘复合粘合剂钢筋的实验与数值研究

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摘要

The joints are usually the weakest part of the engineering structures. In this study, the employment of wavy edges for increasing the adhesive joint load-bearing capacity is considered. The effects of geometric parameters of the wavy edges on the strength of the adhesive joints were investigated, experimentally. Two different adhesives, Araldite 2015 and Epoxy RL440/HY441 as ductile and brittle adhesives were used, respectively. The finite element model was also developed for more investigation. The joint stress distributions were used successfully to explain the experimental observations. For the appropriate wavy joint configuration, compressive peel stress on the both ends of the adhesive led to a considerable delay in damage initiation and consequently increased the joint strength. The effects of geometrical parameters of the wavy edge on the joint strength were also examined. For the optimum configuration, the joint with wavy edge offered 32% more strength than the flat single lap joint.
机译:关节通常是工程结构最薄弱的部分。在该研究中,考虑了用于增加粘合剂接头承载能力的波浪边缘的就业。实验研究了波状边缘对粘合接头强度的几何参数的影响。分别使用两种不同的粘合剂,亚山铁矿和环氧树脂RL440 / HY441作为韧性和脆性粘合剂。还开发了有限元模型以进行更多调查。联合应力分布成功用于解释实验观察。对于适当的波浪联合配置,粘合剂两端的压缩剥离应力导致损伤引发的相当大的延迟,从而增加了关节强度。还检查了波状边缘对关节强度的几何参数的影响。为了最佳配置,具有波浪边缘的接头比平坦单圈接头更高32%。

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