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A numerical analysis of stress intensity factors for cracks emanating from an elliptical hole in a rectangular plate under biaxial loads

机译:双轴载荷作用下矩形板椭圆孔裂纹应力强度因子的数值分析

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摘要

Concerns with stress intensity factors for cracks emanating from an elliptical hole in a rectangular plate under biaxial loads by means of a boundary element method which consists of non-singular displacement discontinuity element presented by Crouch and Starfied[6] and crack-tip displacement discontinuity elements proposed by the author. In the boundary elenent implementation the left or the right crack-tip displacement discontinuity element is placed locally at the corresponding left or right crack tip on top of the constant displacement discontinuity elements that cover the entire crack surface and other boundaries. The present numerical results further illustrate that the present numerical approach is very effective and accurate for calculating stress intensity factors of complex cracks in a finite plate and can reveal the effect of the biaxial load and the cracked body geometry on stress intensity factors.
机译:通过边界元法,由克劳奇和斯塔菲德[6]提出的非奇异位移不连续元和裂纹尖端位移不连续元组成的边界元法,对矩形板椭圆孔在双轴载荷下产生的裂纹具有应力强度因子的担忧。由作者提出。在边界优良的实现中,将左或右裂纹尖端位移不连续元素局部地放置在覆盖整个裂缝表面和其他边界的恒定位移不连续元素顶部的相应的左或右裂纹尖端处。数值结果进一步表明,该数值方法对于计算有限板中复杂裂纹的应力强度因子非常有效和准确,并且可以揭示双轴载荷和裂纹体几何形状对应力强度因子的影响。

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