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Stress-strain state of a cracked elastic wedge under anti-plane deformation with mixed boundary conditions on its faces

机译:裂纹弹性楔在面混合边界条件下的反平面变形下的应力应变状态

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摘要

A problem about the stress-strain state of an elastic wedge with an arbitrary angel of opening, when on its bisector there is a system of a finite number collinear cracks, is studied by the means of the theory of elasticity. The anti-symmetric mixed boundary conditions given on both wedge-faces, together with the forces applied to the cracks' surfaces are provoking the anti-plane deformation of the wedge. The displacement components are given for the same group of nonintersecting intervals on each wedge-face and the stress components are given on the rest of the faces. The problem is formulated as a known mixed boundary problem of the theory of harmonic functions for a half-wedge because of the wedge symmetry relative to its bisector. The solution of this mixed boundary problem is derived in the closed form by using the Mellin integral transformation in combination with the methods of singular integral equations. Based on this the density of displacements' dislocations on the cracks' surfaces, the stress intensity factors, the stresses on those intervals on the wedge-faces, where the displacements are given, and other characteristics of the investigating problem are determined by explicit analytical formulas. Particular cases are discussed as well.
机译:利用弹性理论研究了具有任意张角的弹性楔的应力-应变状态问题,即在其二等分线上存在有限个共线裂纹的系统。在两个楔形面上给出的反对称混合边界条件,以及施加在裂纹表面上的力,正在引起楔形的反平面变形。在每个楔形面上针对同一组不相交的间隔给出位移分量,在其余面上给出应力分量。由于楔形相对于其等分线对称,该问题被公式化为半楔形谐波函数理论的已知混合边界问题。通过使用Mellin积分变换结合奇异积分方程的方法,以封闭形式导出此混合边界问题的解。在此基础上,通过明确的解析公式确定裂缝表面位移的位错密度,应力强度因子,楔形表面上间隔上的应力(给出位移)以及研究问题的其他特征。 。还讨论了特殊情况。

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