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A nonlinear structural experiment platform with adjustable plastic hinges: analysis and vibration control

机译:具有可调塑料铰链的非线性结构实验平台:分析和振动控制

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摘要

The construction of an experimental nonlinear structural model with little cost and unlimited repeatability for vibration control study represents a challenging task, especially for material nonlinearity. This paper reports the design, analysis and vibration control of a nonlinear structural experiment platform with adjustable hinges. In our approach, magnetorheological rotary brakes are substituted for the joints of a frame structure to simulate the nonlinear material behaviors of plastic hinges. For vibration control, a separate magnetorheological damper was employed to provide semi-active damping force to the nonlinear structure. A dynamic neural network was designed as a state observer to enable the feedback based semi-active vibration control. Based on the dynamic neural network observer, an adaptive fuzzy sliding mode based output control was developed for the magnetorheological damper to suppress the vibrations of the structure. The performance of the intelligent control algorithm was studied by subjecting the structure to shake table experiments. Experimental results show that the magnetorheological rotary brake can simulate the nonlinearity of the structural model with good repeatability. Moreover, different nonlinear behaviors can be achieved by controlling the input voltage of magnetorheological rotary damper. Different levels of nonlinearity in the vibration response of the structure can be achieved with the above adaptive fuzzy sliding mode control algorithm using a dynamic neural network observer.
机译:成本低,重复性无限的振动控制研究实验非线性结构模型的构建是一项艰巨的任务,尤其是对于材料非线性而言。本文报告了具有可调铰链的非线性结构实验平台的设计,分析和振动控制。在我们的方法中,用磁流变旋转制动器代替了框架结构的接头,以模拟塑料铰链的非线性材料性能。为了进行振动控制,采用了单独的磁流变阻尼器为非线性结构提供半主动阻尼力。动态神经网络被设计为状态观察器,以实现基于反馈的半主动振动控制。基于动态神经网络观测器,为磁流变阻尼器开发了基于自适应模糊滑模的输出控制,以抑制结构的振动。通过对该结构进行振动台实验,研究了智能控制算法的性能。实验结果表明,磁流变旋转制动器可以模拟结构模型的非线性,并且具有良好的重复性。此外,通过控制磁流变旋转阻尼器的输入电压,可以实现不同的非线性行为。通过使用动态神经网络观察器的上述自适应模糊滑模控制算法,可以实现结构振动响应中不同程度的非线性。

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