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Determination of stress intensity factors of 2D fracture mechanics problems through a new semi-analytical method

机译:新的半解析法确定二维断裂力学问题的应力强度因子

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This study presents a novel development of a new semi-analytical method with diagonal coefficient matrices to model crack issues. Accurate stress intensity factors based on linear elastic fracture mechanics are extracted directly from the semi-analytical method. In this method, only the boundaries of problems are discretized using specific subparametric elements and higher-order Chebyshev mapping functions. Implementing the weighted residual method and using Clenshaw-Curtis numerical integration result in diagonal Euler's differential equations. Consequently, when the local coordinates origin is located at the crack tip, the stress intensity factors can be determined directly without further processing. In order to present infinite stress at the crack tip, a new form of nodal force function is proposed. Validity and accuracy of the proposed method is fully demonstrated through four benchmark problems, which are successfully modeled using a few numbers of degrees of freedom. The numerical results agree very well with the analytical solution, experimental outcomes and the results from existing numerical methods available in the literature.
机译:这项研究提出了一种新的半对数分析方法的新进展,该方法采用对角系数矩阵来模拟裂纹问题。直接从半分析方法中提取基于线性弹性断裂力学的精确应力强度因子。在这种方法中,使用特定的子参数元素和高阶Chebyshev映射函数仅离散问题的边界。实施加权残差法并使用Clenshaw-Curtis数值积分,得出对角Euler微分方程。因此,当局部坐标原点位于裂纹尖端时,无需进一步处理即可直接确定应力强度因子。为了在裂纹尖端处施加无限大的应力,提出了一种新形式的节点力函数。通过四个基准问题充分证明了所提出方法的有效性和准确性,这些问题已使用几个自由度成功建模。数值结果与解析解,实验结果以及文献中现有数值方法的结果非常吻合。

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