首页> 外文会议>Fourth International Conference on Localized Damage: Computer-Aided Assessment and Control on 3-5 June 1996, in Fukuoka, Japan. >Stress analysis of elliptical and ellipsoidal inclusions using singular integral equations
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Stress analysis of elliptical and ellipsoidal inclusions using singular integral equations

机译:使用奇异积分方程分析椭圆形和椭圆形夹杂物

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This paper deals with stress analysis of elliptical and ellipsoidal inclusions using singular integral equations of the body force method. The stress and displacement fields due to a point force in an infinite plate and a ring force in an infinite body are used as fundamental solutions. On the idea of the body force method, the problems are formulated as a system of singular integral equations with Cauchy-type or logarithmic-type singularities, where unknown functions are densities of body forces distributed in the x- and y-directions of infinite plates or in th r- and z-directions of infinite bodies having the same elastic constants of the matrix and inclusions. In order to satisfy the boundary conditions along the inclusions, eight kinds of fundamental density functions proposed in our previous paper are used. Then the body force densities are approximated by a linear combination of the fundamental density functions and polynomials. The present method is found to give rapidly converging numerical results for the problems. The calculations are carried out systematically for various shape, distance and elastic constant of inclusions and the stress distributions along the boundaries of both the matrix and inclusions are shown in figures. Then the interaction effects are discussed through the comparison between the elliptical inclusions and ellipsoidal inclusions.
机译:本文利用体力法的奇异积分方程对椭圆形和椭圆形夹杂物进行应力分析。基本的解决方案是使用无限板中的点力和无限体内的环力所产生的应力和位移场。在体力法的思想上,将问题表述为具有柯西型或对数型奇点的奇异积分方程组,其中未知函数是在无限板的x和y方向上分布的体力密度或在无限大物体的r和z方向上具有与基质和内含物相同的弹性常数。为了满足夹杂物的边界条件,我们使用了前文提出的八种基本密度函数。然后,通过基本密度函数和多项式的线性组合来近似体力密度。发现本方法可以为这些问题提供快速收敛的数值结果。系统地对夹杂物的各种形状,距离和弹性常数进行了计算,并且沿矩阵和夹杂物的边界的应力分布如图所示。然后通过比较椭圆形夹杂物和椭圆形夹杂物来讨论相互作用的影响。

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