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A WAVE BASED METHOD FOR THE MID-FREQUENCY VIBRATION ANALYSIS OF COUPLED LONG AND SHORT WAVELENGTH STRUCTURES

机译:基于波的长短波耦合结构中频振动分析方法

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摘要

A wave based method is described for the mid-frequency vibration analysis of a complex structure built-up from a long-wavelength structure and a short-wavelength structure. The long and short wavelength structures have low and high modal densities and modal overlaps respectively. Each substructure is described in terms of global wave functions which are exact solutions of the homogeneous parts of the dynamic equations. Particular solutions of the inhomogeneous dynamic equations are added to these wave functions, so that the displacement approximations satisfy the dynamic equations exactly. Enforcing continuity conditions along the interface hence yields a set of algebraic equations for the vibration response of the built-up structures. Numerical example for plate-frame model is presented. It is illustrated that the new prediction technique yields a high accuracy with a substantially smaller computational effort than the finite element method, so that the new prediction technique can be applied up to much higher frequencies.
机译:描述了一种基于波的方法,用于对由长波长结构和短波长结构组成的复杂结构的中频振动进行分析。长和短波长结构分别具有低和高模态密度和模态重叠。每个子结构都是根据全局波动函数描述的,全局波动函数是动力学方程齐次部分的精确解。非均质动力方程的特殊解被添加到这些波动函数中,从而使位移近似准确地满足了动力方程。因此,沿界面强制执行连续性条件会产生一组代数方程式,用于构建结构的振动响应。给出了板框模型的数值例子。可以看出,与有限元方法相比,新的预测技术在计算工作量上要高得多,因此可以在更高的频率上应用新的预测技术。

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