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A semi-infinite crack of mode III in the bimaterial wedge

机译:双层楔形模式III的半无限裂缝

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An exact solution of the antiplane problem for a semi-infinite interface crack in a piecewise-homogeneous wedge under a self-balanced load on its sides has been obtained. Three types of boundary conditions on the wedge sides were examined: the both sides being stress-free; both sides being clamped, and one side being stress-free with the second one clamped. As a result of using the Wiener-Hopf method, the solution was represented in quadratures. The Green’s functions were obtained for stress intensity factors; in the case of a geometrically symmetrical wedge structure simple formulae were found for these functions. The stress singularity in the apex of the wedge was studied. In contrast to the homogeneous wedge structure the asymptotic of the stresses near the apex was established to have sometimes two singular terms for some values of the composite parameters.
机译:已经获得了在其侧面上自平衡负载下分段 - 均匀楔形的半无限界面裂缝的精确解决方案。检查楔形侧面上的三种类型的边界条件:两侧都是无应力的;两侧被夹紧,一侧与第二个夹紧无应力。由于使用Wiener-Hopf方法,该解决方案在四边形中表示。为压力强度因素获得了绿色的功能;在几何对称楔形结构的情况下,发现了这些功能的简单公式。研究了楔形顶点中的应力奇点。与均匀楔形结构相比,建立了顶点附近的应力的渐近,以有时具有两种单数术语,用于复合参数的一些值。

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