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首页> 外文期刊>Composite Structures >An exact spectral-dynamic stiffness method for free flexural vibration analysis of orthotropic composite plate assemblies - Part I: Theory
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An exact spectral-dynamic stiffness method for free flexural vibration analysis of orthotropic composite plate assemblies - Part I: Theory

机译:正交异性复合板组合件自由挠曲振动分析的精确谱动力刚度方法-第一部分:理论

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摘要

A spectral-dynamic stiffness method (S-DSM) for exact free vibration analysis of general orthotropic composite plate-like structures is presented in the paper. The method combines the advantages of the classical dynamic stiffness method (DSM) with those of the spectral method, and it resembles the finite element and the boundary element methods. The formulation is based on the exact general solution of the governing differential equation, which provides complete flexibility to describe any arbitrary boundary conditions. The dynamic stiffness formulation is essentially accomplished through a mixed-variable approach in a symbolic form with explicit expressions rendering physical meanings. Then a systematic procedure for plate assemblies under arbitrary boundary constraints is described. Finally, a set of novel techniques are proposed to enhance the Wittrick Williams algorithm by resolving the fully-clamped plate problem. The validation of the theory and its applications to a wide range of engineering structures are demonstrated in Part II of this two-part paper. (C) 2015 Elsevier Ltd. All rights reserved.
机译:本文提出了一种频谱动力学刚度方法(S-DSM),用于对一般正交异性复合板状结构进行精确的自由振动分析。该方法结合了经典动态刚度方法(DSM)和光谱方法的优点,并且类似于有限元和边界元方法。该公式基于控制微分方程的精确一般解,从而为描述任意边界条件提供了完全的灵活性。动态刚度公式化基本上是通过混合变量方法以符号形式完成的,其中显式表达式具有物理意义。然后描述了在任意边界约束下板组装的系统过程。最后,提出了一套新颖的技术,通过解决全夹紧板问题来增强Wittrick Williams算法。这个由两部分组成的论文的第二部分演示了该理论的验证及其在各种工程结构中的应用。 (C)2015 Elsevier Ltd.保留所有权利。

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