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Passive Control of Flexible Structures by Confinement of Vibrations

机译:通过振动限制对柔性结构进行被动控制

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摘要

We propose a two-step strategy for the design of passive controllers for the simultaneous confinement and suppression of vibrations (SCSV) in mechanical structures. Once the sensitive and insensitive elements of these structures are identified, the first design step synthesizes an active control law, which is referred to as the reference control law (RCL), for the SCSV. We show that the problem of SCSV can be formulated as an LQR-optimal control problem through which the maximum amplitudes, associated with the control input and the displacements of the sensitive and insensitive parts, can be regulated. In the second design step, a transformation technique that yields an equivalent passive controller is used. Such a technique uses the square root of sum of squares method to approximate an equivalent passive controller while maximizing the effects of springs and dampers characterizing passive elements that are added to the original structure. The viability of the proposed control design is illustrated using a three-DOF mechanical system subject to an excitation. It is assumed that all of the masses are sensitive to the excitation, and thus the vibratory energy must be confined in the added passive elements (insensitive parts). We show that the vibration amplitudes associated with the sensitive masses are attenuated at fast rate at the expense of slowing down the convergence of the passive elements to their steady states. It is also demonstrated that a combination of the RCL and the equivalent passive control strategy leads to similar structural performance.
机译:我们为无源控制器的设计提出了两步策略,以同时限制和抑制机械结构中的振动(SCSV)。一旦识别出这些结构的敏感元素和不敏感元素,第一步设计便会为SCSV合成一个主动控制律,这被称为参考控制律(RCL)。我们表明,SCSV问题可以表述为LQR最优控制问题,通过该问题可以控制与控制输入以及敏感和不敏感部件的位移相关的最大振幅。在第二个设计步骤中,使用了产生等效无源控制器的转换技术。这种技术使用平方和的平方根方法来近似等效的无源控制器,同时最大程度地发挥弹簧和阻尼器的作用,这些弹簧和阻尼器表征了添加到原始结构中的无源元件。提出的控制设计的可行性通过使用三自由度机械系统进行激励来说明。假定所有质量都对激励敏感,因此振动能量必须限制在添加的无源元件(不敏感的部分)中。我们表明,与敏感质量相关的振动幅度以较快的速度衰减,但以减慢无源元件到其稳态的收敛为代价。还证明了RCL和等效的被动控制策略的组合会导致相似的结构性能。

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