尼氏法
数学
正交(天文学)
奇异积分
积分方程
数值积分
代数方程
数值分析
数学分析
点(几何)
高斯求积
几何学
物理
量子力学
光学
非线性系统
出处
期刊:Structural Engineering and Mechanics
[Techno-Press]
日期:2010-01-10
卷期号:34 (1): 85-95
被引量:10
标识
DOI:10.12989/sem.2010.34.1.085
摘要
In this paper, numerical solution of the singular integral equation for the multiple curved branch-cracks is investigated. If some quadrature rule is used, one difficult point in the problem is to balance the number of unknowns and equations in the solution. This difficult point was overcome by taking the following steps: (a) to place a point dislocation at the intersecting point of branches, (b) to use the curve length method to covert the integral on the curve to an integral on the real axis, (c) to use the semi-open quadrature rule in the integration. After taking these steps, the number of the unknowns is equal to the number of the resulting algebraic equations. This is a particular advantage of the suggested method. In addition, accurate results for the stress intensity factors (SIFs) at crack tips have been found in a numerical example. Finally, several numerical examples are given to illustrate the efficiency of the method presented.
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