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首页> 外文期刊>Acta Mechanica >Enhanced damping of lightweight structures by semi-active joints
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Enhanced damping of lightweight structures by semi-active joints

机译:半主动接头增强了轻质结构的阻尼

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摘要

Lightweight structures typically have low inherent structural damping. Effective vibration suppression is required, for example, in certain applications involving precision positioning. The present approach is based on friction damping in semi-active joints which allow relative sliding between the connected parts. The energy dissipation due to interfacial slip in the friction joints can be controlled by varying the normal pressure in the contact area using a piezo-stack actuator. This paper focuses on the optimal placement of semi-active joints for vibration suppression. The proposed method uses optimality criteria for actuator and sensor locations based on eigenvalues of the controllability and observability gramians. Optimal sensor/actuator placement is stated as a nonlinear multicriteria optimization problem with discrete variables and is solved by a stochastic search algorithm. At optimal locations, conventional rigid connections of a large truss structure are replaced by semi-active friction joints. Two different concepts for the control of the normal forces in the friction interfaces are implemented. In the first approach, each semi-active joint has its own local feedback controller, whereas the second concept uses a global, clipped-optimal controller. Simulation results for a 10-bay truss structure show the potential of the proposed semi-active concept.
机译:轻型结构通常具有较低的固有结构阻尼。例如,在涉及精确定位的某些应用中,需要有效的振动抑制。本方法基于半主动接头中的摩擦阻尼,该摩擦阻尼允许连接的零件之间相对滑动。可以通过使用压电堆栈致动器改变接触区域的法向压力来控制由于摩擦接头中的界面滑动而产生的能量耗散。本文重点讨论了用于振动抑制的半主动关节的最佳位置。所提出的方法基于可控制性和可观察性语法的特征值,针对致动器和传感器的位置使用最优标准。传感器/执行器的最佳位置被认为是具有离散变量的非线性多准则优化问题,并通过随机搜索算法解决。在最佳位置,大型桁架结构的常规刚性连接被半主动摩擦接头代替。实施了两种不同的概念来控制摩擦界面中的法向力。在第一种方法中,每个半主动关节都有其自己的本地反馈控制器,而第二个概念使用全局的裁剪最优控制器。 10托架桁架结构的仿真结果表明了所提出的半主动概念的潜力。

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