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A refined analysis for the transversely isotropic plate under tangential loads by the 3D Green's function

机译:利用3D Green函数对切向载荷下的横观各向同性板进行精细分析

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摘要

Composites are applied wildly in the engineering and some of them are composed of the transversely isotropic plate. In this paper, a refined analysis for the transversely isotropic plate under tangential loads is addressed based on the Green's function. The 3D Green's function for the transversely isotropic plate loaded by a tangential point force is derived in Section 2. By adopting the general solution for the transversely isotropic material, a new harmonic function which contains undetermined constants is constructed. All stress components can be obtained by substituting the harmonic function into general solution. The constants can be determined by considering the equilibrium and boundary conditions of the plate. For the reason that this solution satisfies the 3D governing equations rigorously in everywhere of the plate, it is much more refined than that of the traditional plate theory, which is restricted by the thickness of plate. Numerical analysis in Section 3 is given to discuss the efficiency and accuracy of this method and study the stress distributions in the transversely isotropic plate loaded by the tangential point force and the tangential distributed load, respectively.
机译:复合材料在工程中得到了广泛的应用,其中一些由横观各向同性的板块组成。本文基于格林函数对横切各向同性板在切向载荷下的精细分析进行了研究。在第2节中导出了由切向点力加载的横观各向同性板的3D Green函数。通过采用横观各向同性材料的一般解,构造了一个包含不确定常数的新谐波函数。将谐波函数代入一般解可以得到所有应力分量。可以通过考虑板的平衡和边界条件来确定常数。由于该解决方案在每个板块中都严格满足3D控制方程,因此它比传统板块理论(它受板块厚度的限制)要精确得多。第三部分进行了数值分析,讨论了该方法的有效性和准确性,并分别研究了切向点力和切向分布力在横观各向同性板中的应力分布。

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