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Application of the dynamic stiffness method in the vibration analysis of stiffened composite plates

机译:动态刚度法在加强复合板振动分析中的应用

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Composite laminates are nowadays extensively applied in many engineering disciplines. Free vibration characteristics of such structures are not always easy to predict by using conventional finite element method (FEM). As an alternative, the dynamic stiffness method (DSM) can be applied to predict free vibration characteristics of composite plate assemblies, especially in mid and high frequency ranges. Key feature of the DSM is the dynamic stiffness element (DSE) and its dynamic stiffness matrix, derived from the exact solution of the governing equations of motion in the frequency domain. Consequently, the structural discretization is influenced only by the change in the geometrical and/or material properties of the structure. The number of unknowns is significantly decreased in comparison with the FEM, without losing the accuracy and reliability of the results. In the paper, the DSE based on the higher order shear deformation theory (HSDT) is applied to study free vibration analysis of composite stiffened plates. The numerical analysis has been carried out through an illustrative example in order to check the accuracy of the proposed method. The influence of side-to-thickness ratio oh the free vibration characteristics of stiffened plate has been studied numerically. The results are validated using the available analytical data as well as with the FEM solutions.
机译:如今,复合层压板广泛应用于许多工程学科。通过使用传统的有限元方法(FEM),这种结构的自由振动特性并不总是易于预测。作为替代方案,可以应用动态刚度方法(DSM)以预测复合板组件的自由振动特性,尤其是中高频范围。 DSM的键特征是动态刚度元件(DSE)及其动态刚度矩阵,导出频域中的运动方程的精确解。因此,结构离散化仅受到结构的几何和/或材料特性的变化的影响。与FEM相比,未知值的数量显着降低,而不会失去结果的准确性和可靠性。本文应用了基于高阶剪切变形理论(HSDT)的DSE,用于研究复合加强板的自由振动分析。通过说明性示例进行了数值分析,以检查所提出的方法的准确性。侧向厚度比OH的影响在数值上研究了加强板的自由振动特性。结果使用可用的分析数据以及有限元解决方案进行验证。

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