Fundamental Solutions For The General Laminate Problem With The Stress Function Formalism

S. Syngellakis
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Abstract

The linear coupled stretching-bending problem for general laminates is here formulated with the midplane stress function and the lateral deflection as independent field variables. A mathematical similarity between the two problems is achieved by introducing a re-arranged mid-plane strain tensor as one of the dependent variables. As a step towards a genuine boundary element solution for this problem, its fundamental solutions are derived using a Fourier transform approach. First, the transforms of the solutions are obtained in terms of the transform space variables and their inverses are deduced using complex integral calculus. Through the use of these fundamental solutions, boundary integral equations of the linear coupled stretching-bending problem are formulated without the presence of any irreducible domain integrals. Issues regarding the numerical implementation of this formulation are raised and discussed.
一般层压问题的应力函数形式的基本解
本文以中层应力函数和横向挠度为独立场变量,建立了一般层合板的线性耦合拉伸-弯曲问题。通过引入一个重新排列的平面中间应变张量作为因变量之一,实现了两个问题之间的数学相似性。作为对该问题的真正边界元解的一步,它的基本解是使用傅里叶变换方法导出的。首先,用变换空间变量求出解的变换,并用复积分法推导出解的逆。利用这些基本解,在不存在任何不可约域积分的情况下,建立了线性耦合拉伸-弯曲问题的边界积分方程。提出并讨论了有关该公式数值实现的问题。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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