Cantilever Beam Metastructure for Active Broadband Vibration Suppression

R. F. Ghachi, W. Alnahhal, Osama Abdeljaber
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Abstract

This paper presents a beam structure of a new metamaterial-inspired dynamic vibration attenuation system. The proposed experimental research presents a designed cantilevered zigzag structure that can have natural frequencies orders of magnitude lower than a simple cantilever of the same scale. The proposed vibration attenuation system relies on the masses places on the zigzag structure thus changing the dynamic response of the system. The zigzag plates are integrated into the host structure namely a cantilever beam with openings, forming what is referred to here as a metastructure. Experimental frequency response function results are shown comparing the response of the structure to depending on the natural frequency of the zigzag structures. Results show that the distributed inserts in the system can split the peak response of the structure into two separate peaks rendering the peak frequency a low transmission frequency. These preliminary results provide a view of the potential of research work on active-controlled structures and nonlinear insert-structure interaction for vibration attenuation.
主动抑制宽带振动的悬臂梁元结构
提出了一种新型超材料激励动态减振系统的梁结构。提出的实验研究提出了一种设计的悬臂之字形结构,其固有频率比相同尺度的简单悬臂梁低几个数量级。所提出的减振系统依赖于锯齿形结构上的质量位置,从而改变了系统的动力响应。锯齿形板集成到主结构中,即带有开口的悬臂梁,形成这里所说的元结构。给出了基于之字形结构固有频率下结构响应的实验频响函数结果。结果表明,系统中的分布式插入可以将结构的峰值响应拆分为两个独立的峰值,使峰值频率具有较低的传输频率。这些初步结果为主动控制结构和非线性插入-结构相互作用的减振研究提供了前景。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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