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A discrete optimal control method for a flexible cantilever beam with time delay

机译:时滞柔性悬臂梁的离散最优控制方法

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Time delay inevitably exists in active control systems. It may cause unsynchronized control forces that can not only degrade the performance of the control systems, but also induce instability of the dynamic systems. In this paper, an active vibration controller (with time delay) for a flexible cantilever beam is studied and a method for treating the time delay is proposed. The dynamic equation of the controlled mode with time delay is first presented using the independent modal space control, and is then discretized and transformed into a standard discrete form with no explicit time delay by augmenting the state variables. The continuous performance index is also transformed into a discrete form. Then, a discrete optimal control algorithm is designed based on the augmented state system.' Since time delay effect is incorporated in the mathematical model of the dynamic system throughout the control design and no approximations and assumptions are made in the control algorithm derivation, system stability is guaranteed. Furthermore, the extraction of modal coordinate from actual physical measurements and the conversion to actual control force from modal one are presented. The feasibility and efficiency of the proposed control algorithm are demonstrated by numerical simulation studies, which indicate that the vibration of the beam may be suppressed significantly using the proposed control algorithm. Instability may occur if the time delay is neglected in control design.
机译:主动控制系统中不可避免地存在时间延迟。这可能会导致不同步的控制力,这不仅会降低控制系统的性能,还会导致动态系统不稳定。本文研究了柔性悬臂梁的主动振动控制器(具有时滞),提出了一种时滞处理方法。首先使用独立的模态空间控制来介绍具有时滞的受控模式的动力学方程,然后将其离散化,并通过增加状态变量将其变换为没有明显时延的标准离散形式。连续性能指标也转换为离散形式。然后,基于增强状态系统设计了一种离散的最优控制算法。由于在整个控制设计中将时延效应纳入动态系统的数学模型中,并且在控制算法推导中未进行任何近似和假设,因此可以保证系统的稳定性。此外,提出了从实际物理测量中提取模态坐标以及从模态一转换为实际控制力的方法。数值仿真研究表明了该控制算法的可行性和有效性,表明使用该控制算法可以显着抑制梁的振动。如果在控制设计中忽略了时间延迟,则可能会导致不稳定。

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