Vibration mitigation in multi-degree-of-freedom structural systems using filter-augmented delayed-feedback algorithms
Vibration mitigation in multi-degree-of-freedom structural systems using filter-augmented delayed-feedback algorithms
复制标题
使用滤波器增强延迟反馈算法减轻多自由度结构系统的振动
DOI:
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发表时间:
2010
期刊:
影响因子:
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通讯作者:
M. Daqaq
中科院分区:
文献类型:
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作者:
Yousef Qaroush;M. Daqaq
Due to their ability to augment system delays and produce greater damping for smaller control efforts, delayed-feedback control algorithms have been widely utilized as effective means for vibration mitigation and oscillation reduction on various systems. However, a critical issue remains in their implementation on multi-degree-of-freedom and distributed-parameter (structural) systems. The reason being that the presence of delay in the control loop renders the characteristic polynomial of the transcendental type thus producing an infinite number of eigenvalues for every discrete controller’s gain and time delay. As such, choosing a gain-delay combination that stabilizes the lower vibration modes can easily destabilize the higher modes. In this paper, we explore the prospect of incorporating low-pass filters into the control loop to resolve this issue. We investigate the effect of the filter’s order and cut-off frequency on the stability diagram in the gain-delay space for single and multi-degree-of-freedom systems. We show that, by choosing the filter’s design parameters appropriately, it is possible to increase the stability margins and enhance the robustness of the controller. We also demonstrate that vibrations of multiple modes can be simultaneously mitigated using a single gain-delay combination. To validate these concepts, a controller is experimentally implemented to reduce the vibrations of a macrocantilever beam and a microcantilever sensor. Results demonstrate excellent performance in rejecting external disturbances and reducing the response amplitude under persistent harmonic excitations.