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A semi-analytical model for dynamic analysis of non-uniform plates

机译:用于非均匀板动力分析的半分析模型

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Dynamic properties of the plate structures can be enhanced by introducing discontinuities of different kinds such as using surface-bonded discrete patches or spatially varying the stiffness and mass properties of the plate. Fast and reliable design of such complex structures requires efficient and accurate modeling tools. In this study, a novel semi-analytical model is developed for the dynamic analysis of plates having discrete and/or continuous non-uniformities. Two-dimensional Heaviside unit step functions are utilized to represent the discontinuities. Different from existing numerical methods based on Heaviside functions, a numerical technique is proposed for modeling the discontinuities that are not necessarily aligned with the plate axes. The governing equations are derived using Hamilton's principle and Rayleigh-Ritz method is used for determining the modal variables. The surface-bonded patches are used to demonstrate discrete non-uniformities where variable stiffness laminates are selected to represent continuous non-uniform structures. Natural frequencies and mode shapes obtained using the proposed method are validated with finite element analyses and the existing results from the literature. The results show that the developed model performs accurately and efficiently. (C) 2019 Elsevier Inc. All rights reserved.
机译:可以通过引入不同种类的不连续性(例如使用表面结合的离散面片或在空间上改变板的刚度和质量特性)来增强板结构的动态特性。这种复杂结构的快速可靠设计需要高效且准确的建模工具。在这项研究中,开发了一种新颖的半分析模型,用于动态分析具有离散和/或连续非均匀性的板。二维Heaviside单元阶跃函数用于表示不连续性。与基于Heaviside函数的现有数值方法不同,提出了一种数值技术,用于对不一定与板轴对齐的不连续性进行建模。使用汉密尔顿原理导出控制方程,并使用瑞利-里兹方法确定模态变量。表面粘合的贴片用于演示离散的不均匀性,其中选择可变刚度层压板以代表连续的不均匀结构。使用有限元分析和文献中的现有结果验证了使用所提出的方法获得的固有频率和模态形状。结果表明,所开发的模型能够准确有效地执行任务。 (C)2019 Elsevier Inc.保留所有权利。

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