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An experimental investigation of vibration suppression in Large Space Structures using positive position feedback

机译:基于正位置反馈的大空间结构振动抑制实验研究

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摘要

A new technique for vibration suppression in Large Space Structures is demonstrated in laboratory experiments on a thin cantilever beam, resulting in substantially reduced dynamic response. This technique, called Positive Position Feedback, makes use of generalized displacement measurements to accomplish vibration suppression.The concept of a piezoelectric active-member is developed in relation to controlling space-truss type structures. The active-member functions dually as a structural member and a control actuator. Piezoelectric ceramic material is adhered to a thin cantilever beam and simulates the use of an active-member. This space-realizable control scheme makes use of strain measurements, a preferred measurement quantity for vibration suppression, and internal control forces which completely decouple the rigid-body motion from the elastic motion.A simple necessary and sufficient condition for stability with Positive Position Feedback is presented. This condition is non-dynamic and is in general easily satisfied. As a result, Positive Position Feedback is demonstrated to have superior robust stability properties. It is also demonstrated that with Positive Position Feedback, all control and observation spillover is stabilizing. Five experiments are described in which the first six modes of vibration of the cantilever beam are controlled.
机译:在薄悬臂梁的实验室实验中证明了一种用于抑制大空间结构振动的新技术,从而大大降低了动态响应。这项技术称为正位置反馈,它利用广义位移测量来实现振动抑制。压电有源元件的概念是与控制空间桁架型结构有关的。主动构件既充当结构构件又充当控制致动器。压电陶瓷材料粘附到细悬臂梁上,并模拟了活动构件的使用。这种可在空间上实现的控制方案利用了应变测量,用于抑制振动的首选测量量以及内部控制力,这些控制力将刚体运动与弹性运动完全分离开来。正位置反馈的稳定性的简单简单充要条件是提出了。此条件是非动态的,通常很容易满足。结果,正位置反馈被证明具有出色的鲁棒稳定性能。还表明,使用正位置反馈,所有控制和观察溢出都是稳定的。描述了五个实验,其中悬臂梁的前六个振动模式受到控制。

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    Fanson James L.;

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  • 年度 1987
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