双材料楔体中III型半无限裂纹

IF 0.2 Q4 PHYSICS, MULTIDISCIPLINARY
Victor V. Tikhomirov
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引用次数: 0

摘要

得到了边部自平衡载荷作用下分段均匀楔体半无限界面裂纹反平面问题的精确解。研究了三种楔形边的边界条件:两侧无应力;两面夹紧,一面是压力与第二个夹紧。由于采用了Wiener-Hopf方法,解以正交形式表示。得到应力强度因子的格林函数;对于几何对称的楔形结构,我们找到了这些函数的简单公式。研究了楔体顶端的应力奇异性。与均匀楔形结构相反,建立了顶点附近应力的渐近,有时对于复合参数的某些值具有两个奇异项。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A semi-infinite crack of mode III in the bimaterial wedge

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. 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.

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