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Mixed-mode fracture response of anti-symmetric laminates: Experiments and modelling

机译:抗对称层压板的混合模式断裂响应:实验和建模

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摘要

Multidirectional laminates are very often used in advanced structures. However, the existing data in the literature regarding their fracture response is not conclusive. In this work, the fracture response of a +45 degrees// -45 degrees interface is investigated under remote mixed mode loading and compared to a 0 degrees//0 degrees layout. Several experiments were conducted under three mode mixities phi = 0.15, 0.35 and 0.65 as well as pure modes I (phi = 0) and II (phi = 1.0) following the established standard procedures. Energy release rates were calculated using an appropriate reduced form of the J integral. Fracture toughness was independent of the interface at initiation but increased with mode mixity. Subsequent fracture resistance was negligible for the 0 degrees//0 degrees layout, but increased significantly for the +45 degrees/-45 degrees interface. Mechanistic investigations were carried out using X-ray computer tomography at 5 different load levels as well as transverse cross sections. The results showed lack of bridging in the case of 0 degrees//0 degrees layout for all values of phi. For the +45 degrees//-45 degrees interface, fracture was dominated by delamination, ply splitting and crack migration with their extent dependent upon phi. Numerical analyses based on the virtual crack closure technique demonstrated that the antisymmetric local fracture modes, interlaminar longitudinal shear vs. transverse shear, are responsible for delamination and crack migration, respectively. Based on the experimental observations, a mesoscale FE model was able to reproduce not only the failure mechanisms, i.e. delamination, transverse cracking and crack migration resulting in the zig-zag fracture pattern, but also give a reasonable approximation of the energy release rate obtained for each of the different mode mixities considered in this study.
机译:多向层压板通常用于高级结构。然而,关于其骨折反应的文献中的现有数据并不是决定性的。在这项工作中,在远程混合模式加载下研究了+45度// -45度接口的断裂响应,并与0度// 0度布局相比。在既定标准程序之后,在三种模式混合PHI = 0.15,0.35和0.65以及纯模式I(PHI = 0)和II(PHI = 1.0)之后进行几个实验。使用适当减少的J积分形式计算能量释放速率。断裂韧性与启动时的界面无关,但随着模式混合而增加。随后的裂缝抗性对于0度// 0度布局,但对于+45度/ -45度接口显着增加。使用X射线计算机断层扫描进行机械调查,5种不同的负载水平以及横截面。结果表明,对于所有PHI的所有值,在0度// 0度布局的情况下缺乏桥接。对于+45度// - 45度界面,裂缝由分层,帘布层分裂和裂纹迁移统治,其程度依赖于PHI。基于虚拟裂纹闭合技术的数值分析证明了反对称局部骨折模式,层间纵向剪切与横向剪切,分别负责分层和裂纹迁移。基于实验观察,不仅能够再现失效机制,即偏移裂缝模式的分层,横向裂化和裂纹迁移,而且可以提供所获得的能量释放速率的合理近似本研究中考虑的每个不同模式混合。

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