弹性结构振动模型的模态与谐波实验验证

L. Ciabattoni, M. Grisostomi, G. Ippoliti, S. Longhi
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引用次数: 0

摘要

本文证明了对简单弹性板结构应用主动控制的问题可以采用允许应用最优控制理论的形式。特别地,给出了弹性结构振动的模态模型及其状态空间实现。本文第一部分介绍了结构的模态分析,并通过解析形式和一组实验测试计算了结构的固有频率。第二部分进行了谐波分析,给出了模型的输出,并与实验结果进行了比较。这表明所建立的模型能很好地描述实际过程,对弹性板结构进行最优主动控制是可行的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Modal and harmonic experimental validation of the vibration model of an elastic structure
In this paper it is shown that the problem of applying active control to a simple elastic plate structure can be introduced in a form which allows the application of optimal control theory. In particular, a modal model for the vibration of an elastic structure and the state space realization of this model are given. In the first part of the paper a modal analysis of the structure is introduced and the natural frequencies are computed both in analytic form and by a set of experimental tests. In the second part an harmonic analysis is performed and the output of the model is developed and compared with experimental results. This shows that the introduced model is a good description of the real process and an optimal active control of the elastic plate structure is feasible.
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