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Direct model reference adaptive control for nonlinear hydrodynamic oscillations

机译:非线性流体动力振荡的直接模型参考自适应控制

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In order to mitigate against extreme vibration conditions, this paper proposes the implementation of active control technology to stabilize the motion of a structure immersed in a flow field. Specifically, a tuned mass damper is attached to the structure. In view of the coupling between the dynamics of this mass and those of the structure-fluid system, moving the mass along a particular path directly affects the dynamics of the structure. The object of this paper, then, is to determine a strategy for actuating the mass damper in order to substantially reduce the vibration of the structure. The control decision will be based on measurements, made in real time, of the structural response, and can therefore be viewed as a feedback strategy. In particular, adaptive control will be utilized in order to allow for uncertainty in the structure of Morisson's equation and the various hydrodynamic coefficients. These have traditionally been measured under specific flow conditions which difer, in general, from actual field conditions. The adaptive control logic used in this paper will automatically update the values of these coefficients, thus providing a novel procedure for estimating them and for validating the application of Morisson's equation to this type of problems. Since the adaptation of these coefficients will be done in real-time, a measure of the validity of the Morisson's model will be established. Specifically, if the estimated parameters reach a steady state value after an initial transient period, this will suggest that the dynamical model used for the vibrations of the structure is valid, and the new set of coefficients is consistent with measurements, otherwise, the error is in the model rather than in the parameters, and a measure of this error with be established by looking at the error in the controlled motion and the estimated parameters.
机译:为了减轻极端振动条件,本文提出了一种主动控制技术,以稳定浸没在流场中的结构的运动。具体地,调谐质量阻尼器被附接到该结构。考虑到该质量的动力学与结构-流体系统的动力学之间的耦合,沿特定路径移动质量直接影响结构的动力学。因此,本文的目的是确定一种致动质量阻尼器的策略,以充分减少结构的振动。控制决策将基于对结构响应的实时测量,因此可以视为一种反馈策略。特别地,将利用自适应控制以允许莫里森方程的结构和各种流体动力系数的不确定性。传统上,这些参数是在特定的流量条件下进行测量的,这些条件通常与实际的现场条件有所不同。本文中使用的自适应控制逻辑将自动更新这些系数的值,从而提供一种新颖的过程来估计它们并验证莫里森方程在此类问题上的应用。由于这些系数的适配将实时进行,因此将建立对Morisson模型有效性的度量。具体来说,如果估计的参数在初始瞬态周期后达到稳态值,则表明用于结构振动的动力学模型是有效的,并且新的系数集与测量值一致,否则,误差为在模型中而不是参数中,并通过查看受控运动中的误差和估计的参数来确定该误差的度量。

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