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Stress intensity factors for cracks emanating from a circular hole in an infinite quasi-orthotropic plane

机译:无限准正交平面上圆孔产生的裂纹的应力强度因子

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An infinite quasi-orthotropic plane with a cracked circular hole under tensile loading at infinity is studied analytically. To this end, complex variable theory of Muskhelishvili is used. In addition, to obtain analytical functions, a new conformal mapping is proposed and expanded to series expressions. Stress intensity factors (SIFs) for two unequal cracks emanating from a circular hole are obtained. To validate the analytical SIFs in a quasi-orthotropic plane, the results are compared with FEM and the results of isotropic plane. The SIFs for small cracks in a quasi-orthotropic and an isotropic plane are different, because of difference between stress concentrations in points which cracks emanate from the hole. However, the results of quasi-orthotropic plane converge to isotropic plane for the large cracks. Therefore, the SIFs of the large cracks in a quasi-orthotropic plane can be replaced by the results of the center crack with equivalent length in an isotropic plane.
机译:解析地研究了无限大的正交各向异性平面,该平面在无限大的拉伸载荷下具有开裂的圆孔。为此,使用了Muskhelishvili的复变量理论。此外,为了获得解析函数,提出了一种新的共形映射并将其扩展为级数表达式。获得了从圆孔发出的两个不等裂纹的应力强度因子(SIF)。为了验证准正交各向异性平面中的解析SIF,将结果与FEM和各向同性平面的结果进行比较。准正交各向异性平面和各向同性平面中的小裂纹的SIF不同,这是因为从孔发出的裂纹点的应力集中之间存在差异。但是,对于大裂纹,准正交各向异性平面的结果收敛于各向同性平面。因此,准各向同性平面中大裂纹的SIF可以由各向同性平面中等长的中心裂纹的结果代替。

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