Fracture analysis in 2D plane strain problems for composite materials containing hard inclusions and voids using an extended consecutive-interpolation quadrilateral element

Binh Hai Hoang, V. S. Lo, B. Tran, T. T. Truong
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Abstract

This paper investigates fracture mechanics in particle-reinforced composites by using the extended finite element method enhanced by the consecutive-interpolation quadrilateral element. These composite materials have discontinuous boundaries such as cracks, voids, holes, and soft inclusions. And the extended consecutive-interpolation quadrilateral element (XCQ4) is employed to model these boundaries in two-dimensional linear elastic deformation problems. XCQ4 combines the enrichment functions in the traditional extended finite element method with the consecutive interpolation on a 4-node quadrilateral element. This element uses both nodal values and averaged nodal gradients as interpolated conditions. In fracture analysis, the stress intensity factors (SIFs) are important parameters that must be defined.  In this study, the values of SIFs at the crack tips are evaluated with the help of the interaction integrals approach. The obtained numerical results are compared with other reliable results showing high accuracy and convergence rate of the XCQ4 element.
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使用扩展连续插值四边形元素分析含有硬夹杂物和空隙的复合材料二维平面应变问题中的断裂分析
本文采用由连续插值四边形元素增强的扩展有限元法研究了颗粒增强复合材料的断裂力学。这些复合材料具有不连续边界,如裂缝、空洞、孔洞和软夹杂物。在二维线性弹性变形问题中,采用扩展连续内插四边形元素(XCQ4)对这些边界进行建模。XCQ4 将传统扩展有限元方法中的富集函数与四节点四边形元素上的连续插值相结合。该元素使用节点值和平均节点梯度作为插值条件。在断裂分析中,应力强度因子(SIF)是必须定义的重要参数。 在本研究中,借助交互积分法评估了裂纹尖端的 SIF 值。所获得的数值结果与其他可靠结果进行了比较,显示 XCQ4 元素具有较高的精度和收敛速度。
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