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Free vibration analysis of arbitrarily shaped plates with a mixed boundary condition using non-dimensional dynamic influence functions

机译:利用无量纲动态影响函数分析混合边界条件下任意形状板的自由振动

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摘要

A new approach using the non-dimensional dynamic influence functions has been developed for free vibration analysis of arbitrarily shaped plates with a mixed boundary condition involving both simply supported edges and clamped ones. Since the proposed method is based on the collocation method using one-dimensional and wave-type functions, no integration procedure is needed on boundary edges of the plate of interest and numerical calculation schemes are relatively concise. In order to settle the incompleteness of the system matrix, which is due to the discarding of a complex natural boundary condition at simply supported edges, an additional simple equation is devised by means of using a geometric approximation on curved edges. Finally, verification examples show that a complete system matrix formed in this way successfully gives accurate eigenvalues compared with FEM (ANSYS) and other methods. (C) 2002 Elsevier Science Ltd. All rights reserved. [References: 25]
机译:已经开发出一种使用无量纲动态影响函数的新方法,用于任意形状的板的自由振动分析,其混合边界条件包括简单支撑的边和夹紧的边。由于所提出的方法是基于使用一维和波型函数的搭配方法,因此在目标板的边界上不需要积分程序,并且数值计算方案相对简洁。为了解决系统矩阵的不完整性,这是由于抛弃了在简单支撑的边上的复杂自然边界条件而引起的,通过在弯曲边上使用几何近似,设计了一个附加的简单方程。最后,验证示例表明,与FEM(ANSYS)和其他方法相比,以这种方式形成的完整系统矩阵可以成功给出准确的特征值。 (C)2002 Elsevier ScienceLtd。保留所有权利。 [参考:25]

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