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Couple-stress effects for the problem of a crack under concentrated shear loading

机译:耦合剪切载荷下裂纹问题的耦合应力效应

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摘要

In this paper, we deal with the plane-strain problem of a semi-infinite crack under concentrated loading in an elastic body exhibiting couple-stress effects. The faces of the crack are subjected to a concentrated shear loading at a distance L from the crack tip. This type of loading is chosen since, in principle, shear effects are more pronounced in couple-stress elasticity. The problem involves two characteristic lengths, that is, the microstructural length ℓ and the distance L between the point of application of the concentrated shear forces and the crack tip. The presence of this second characteristic length introduces certain difficulties in the mathematical analysis of the problem: a non-standard Wiener-Hopf equation arises, one that contains a forcing term with unbounded behaviour at infinity in the transformed plane. Nevertheless, an analytic function method is employed that circumvents the aforementioned difficulty. For comparison purposes, the case of a semi-infinite crack subjected to a distributed shear load is also treated in the present study. Numerical results for the dependence of the stress intensity factor and the energy release rate upon the ratio of the characteristic lengths are presented. © The Author(s) 2011.
机译:在本文中,我们处理在集中载荷作用下表现出应力耦合作用的半无限裂纹的平面应变问题。裂纹的表面在距裂纹尖端的距离L处承受集中的剪切载荷。选择这种类型的载荷是因为,原则上,剪切效应在偶应力弹性中更为明显。该问题涉及两个特征长度,即微观结构长度ℓ和集中剪切力施加点与裂纹尖端之间的距离L。第二个特征长度的存在在问题的数学分析中引入了某些困难:出现了一个非标准的Wiener-Hopf方程,该方程包含一个强制项,在变换的平面中无穷大。然而,采用了一种克服上述困难的解析函数方法。为了进行比较,在本研究中还处理了承受分布剪力的半无限裂纹的情况。给出了应力强度因子和能量释放速率与特征长度之比的关系的数值结果。 ©作者2011。

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