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首页> 外文期刊>Journal of Sound and Vibration >Vibration of isotropic and composite plates using computed shape function and its application to elastic support optimization
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Vibration of isotropic and composite plates using computed shape function and its application to elastic support optimization

机译:利用形状函数计算各向同性和复合材料板的振动及其在弹性支撑优化中的应用

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摘要

Vibration of plates with various boundary and internal support conditions is analyzed, based on classical thin-plate theory and the Rayleigh-Ritz approach. To satisfy the support conditions, a new set of admissible functions, namely the computed shape functions, is applied to each of the two orthogonal in-plane directions. Similar to conventional finite element shape functions, parameters associated with each term of the proposed functions represent the actual displacements of the plates, thus making the method easily applicable to a wide range of support conditions, including continuous or partial edge supports and discrete internal supports. The method can also be applied to plates consisting of rectangular segments, like an L-shape plate, which sub-domains can be formulated using the computed shape functions and subsequently assembled in the usual finite element manner. Unlike many other admissible functions proposed in the literature, however, the computed shape functions presented herein are C_1-continuous and involve no complicated mathematical functions; they can be easily computed a priori by means of a continuous beam computer program and only the conventional third-order beam shape functions are involved in subsequent formulation. In all the examples given herein, only a few terms of these functions are sufficient to obtain accurate frequencies, thus demonstrating its computational effectiveness and accuracy. The method is further extended to the study of optimal location and stiffness of discrete elastic supports for maximizing the fundamental frequency of plates. Unlike rigid point supports with infinite stiffness, which optimal locations have been studied by many researchers, only discrete supports with a finite stiffness is considered in this paper. The optimal location and stiffness of discrete supports are determined for isotropic plates and laminated plates with various stacking sequences, which results are presented for the first time in literature.
机译:基于经典薄板理论和瑞利-里兹方法,分析了具有各种边界和内部支撑条件的板的振动。为了满足支撑条件,将一组新的允许函数,即计算出的形状函数应用于两个正交的平面内方向中的每个。类似于常规的有限元形状函数,与所提出的函数的每一项相关的参数表示板的实际位移,因此使该方法易于适用于广泛的支撑条件,包括连续或部分边缘支撑以及离散的内部支撑。该方法还可以应用于由矩形段组成的板(例如L形板),可以使用计算出的形状函数来配制子域,然后以通常的有限元方式进行组装。但是,与文献中提出的许多其他可允许函数不同,本文介绍的计算形状函数是C_1连续的,不涉及复杂的数学函数。它们可以通过连续光束计算机程序轻松地进行先验计算,并且随后的公式仅涉及常规的三阶光束形状函数。在本文给出的所有示例中,这些功能中只有几项足以获得准确的频率,因此证明了其计算效率和准确性。该方法进一步扩展到离散弹性支撑的最佳位置和刚度的研究,以最大化板的基频。与具有无限刚度的刚性点支撑不同,许多研究人员已经研究了最佳位置,而本文仅考虑具有有限刚度的离散支撑。确定了各向同性板和具有各种堆叠顺序的层压板的离散支撑的最佳位置和刚度,该结果首次在文献中提出。

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