Linear quadratic distributed self tuning control of vibration in one dimensional cantilever beams

M. Gopinathan, G. A. Pajunen, P. Neelakanta, M. Arockiasamy
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引用次数: 3

Abstract

In this paper a new method of distributed adaptive control of vibration in one dimensional flexible cantilever beams is presented. It is based on finite element approximation from which the auto-regressive (AR) parametric representation of the beam is obtained. This representation is used to estimate the structural parameters, viz., mass, stiffness and damping coefficient of the beam. The finite dimensional model is then used to design a state-space controller based on the linear quadratic regulator (LQR) principle. The on-line structural parameter estimation and the controller are then combined using the certainty equivalence principle to obtain a linear quadratic self-tuning controller for vibration suppression in cantilever beams. Experimental results on the control of vibration in an aluminium cantilever beam using piezoelectric sensors/actuators are presented.
一维悬臂梁振动的线性二次分布自调谐控制
本文提出了一种新的一维柔性悬臂梁振动分布自适应控制方法。它是基于有限元近似,从中得到梁的自回归参数表示。这种表示用于估计结构参数,即梁的质量、刚度和阻尼系数。利用有限维模型设计了基于线性二次型调节器(LQR)原理的状态空间控制器。然后利用确定性等价原理将结构参数在线估计与控制器相结合,得到了用于抑制悬臂梁振动的线性二次自整定控制器。给出了利用压电传感器/执行器控制铝悬臂梁振动的实验结果。
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