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Singular integrals in boundary elements for coupled stretching-bending analysis of unsymmetric laminates

机译:边界元中的奇异积分用于非对称层压板的耦合拉伸-弯曲分析

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摘要

When an unsymmetric laminated plate is considered, the coupling of in-plane and plate bending problems is unavoidable. The boundary element for the coupled stretching bending analysis was developed previously with suitable complex form fundamental solution. Usually, the singular integrals involved in the boundary element are treated by the conventional methods such as Gaussian quadrature rule for regular functions, logarithmic Gaussian quadrature formulas for the function with logarithmic terms, and the use of finite part integrals for the evaluation in sense of Cauchy principal value, or calculated indirectly through the employment of rigid body movement. To avoid the complexity of the numerical integration with complex form fundamental solution, in this paper we provide the explicit closed-form solutions for the singular integrals, which simplify the computer programming and expedite the numerical computation. And hence, the accuracy and efficiency of the associated boundary elements are improved through the newly derived analytical solutions. (C) 2015 Elsevier Ltd. All rights reserved.
机译:当考虑非对称层压板时,平面内和板弯曲问题的耦合是不可避免的。耦合拉伸弯曲分析的边界元素是先前使用合适的复杂形式基本解决方案开发的。通常,边界元素所涉及的奇异积分是通过常规方法处理的,例如正则函数的高斯正交规则,带对数项的函数的对数高斯正交公式,以及使用柯西意义上的有限部分积分进行评估主值,或通过使用刚体运动间接计算得出的值。为了避免使用复杂形式的基本解的数值积分的复杂性,本文为奇异积分提供了显式的封闭形式的解,从而简化了计算机编程并加快了数值计算的速度。因此,通过新导出的解析解可以提高关联边界元素的准确性和效率。 (C)2015 Elsevier Ltd.保留所有权利。

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