随机选择的精确Voight解集在薄板振动中的应用

I. Orynyak, J. Bai, I. Kostiushko
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引用次数: 0

摘要

在Voigt基本解的基础上,提出了一种新的选择板振动精确解的方法SES。与类似的已知方法不同,它对两个空间坐标都采用了频率相关函数。构造了依赖于一些任意选择的参数的精确解集。这允许选择任意数量的精确解,而所需的精确解的数量取决于所考虑的配置点中应满足的边界条件。对四边夹持矩形板的最不利情况,证明了该方法的有效性。然而,即使对于相对较少的配置边界点,前六个固有频率的精度也相当令人满意,并证明了在复杂结构、不同几何形状、各种边界条件下的应用前景广阔。此外,实现并比较了Galerkin方法的两种变体。第一种是采用指数函数,而第二种是非常流行的波束函数。计算结果表明,第一种变体在技术实现、精度以及在结构力学中的进一步应用方面都具有优越性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Applications of randomly selected sets of exact Voight's solutions for vibration of thin plates
The principally new method of selected exact solutions, SES, for plate vibration based on fundamental solutions of Voigt is suggested. In contrast to similar known methods, it employs the frequency dependent functions for both space coordinates. The sets of exact solutions which depends on some arbitrary chosen parameters are constructed. This allows to choose any number of exact solutions, while the required number of them depends on the boundary conditions which should satisfy in considered collocation points. The efficiency of method is demonstrated for the most unfavorable case of all sides clamped rectangular plate. Nevertheless, the accuracy is quite satisfactory for first six natural frequencies even for relatively small number of collocation boundary points, and testify about big prospects as to application for complex structures, different geometries, various boundary conditions. Additionally two variants of the Galerkin method are realized and compared. First one, employs the exponential functions, while the second one –the very popular beam functions. The calculation results show the superiority of first variant as in technical realization as in accuracy, and in further applications in structural mechanics.
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