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Fracture Behaviour of Adhesively Bonded Joints in Sandwich Composite Beams

机译:夹芯复合材料梁中粘结节点的断裂行为

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摘要

Adhesive bonding is widely accepted as one of the most efficient and practical techniques for joining fiber-reinforced polymer (FRP) adherends. Additionally, configuration of such adherends with a core material into a sandwich composite produces structural elements with superior flexural stiffness and strength. While several studies have investigated the performance of bonded joints of FRP adherends, investigations into characterization of bonded joints in sandwich composites are limited.In this paper, the results from a comprehensive experimental investigation into the fracture toughness of adhesively bonded joints, with particular emphasis on the performance of adhesive joints between sandwich beams are presented. Experimental results showed no significant dependency between the adhesive fracture toughness and the adhesive layer thickness, while the analytical and finite element results indicated that the adhesive layer properties would influence the strain energy release rate and the ratio between modes I and II in mixed-mode.
机译:粘接是被公认为是连接纤维增强聚合物(FRP)被粘物的最有效和最实用的技术之一。另外,将这种具有核心材料的被粘物构造成三明治复合材料,产生了具有优异的弯曲刚度和强度的结构元件。尽管有几项研究研究了FRP粘附体的粘结接头的性能,但对夹芯复合材料中粘结接头的表征的研究仍然有限。本文是对粘结接头的断裂韧性进行全面实验研究的结果,其中特别强调介绍了夹层梁之间的粘结连接性能。实验结果表明,胶粘剂断裂韧性与胶粘剂层厚度之间没有显着相关性,而分析和有限元结果表明,胶粘剂层的性能会影响应变能释放速率以及混合模式下I和II模式的比率。

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