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A novel size independent symplectic analytical singular element for inclined crack terminating at bimaterial interface

机译:一种新颖的尺寸独立辛分析奇异元,用于双材料界面处的斜裂纹终止

摘要

Cracks often exist in composite structures, especially at the interface of two different materials. These cracks can significantly affect the load bearing capacity of the structure and lead to premature failure of the structure. In this paper, a novel element for modeling the singular stress state around the inclined interface crack which terminates at the interface is developed. This new singular element is derived based on the explicit form of the high order eigen solution which is, for the first time, determined by using a symplectic approach. The developed singular element is then applied in finite element analysis and the stress intensity factors (SIFs) for a number of crack configurations are derived. It has been concluded that composites with complex geometric configurations of inclined interface cracks can be accurately simulated by the developed method, according to comparison of the results against benchmarks. It has been found that the stiffness matrix of the proposed singular element is independent of the element size and the SIFs of the crack can be solved directly without any post-processing.
机译:裂纹通常出现在复合结构中,尤其是在两种不同材料的界面处。这些裂纹会严重影响结构的承载能力,并导致结构过早损坏。本文提出了一种新颖的单元,用于建模终止于界面处的倾斜界面裂纹周围的奇异应力状态。这种新的奇异元素是基于高阶特征值解决方案的显式形式派生的,该形式首次通过辛方法确定。然后将开发的奇异元素应用于有限元分析,并得出许多裂纹构型的应力强度因子(SIF)。结论是,根据结果与基准的比较,可以通过所开发的方法精确地模拟具有复杂几何构型的倾斜界面裂纹的复合材料。已经发现,所提出的奇异元素的刚度矩阵与元素大小无关,并且裂纹的SIF可以直接求解,而无需任何后处理。

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