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Vibration Suppression of a Flexible Structure

机译:振动抑制灵活结构

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This work addresses the solution to the problem of active vibration suppression of a cantilever beam using piezoelectric actuation. For this purpose, we are taking advantage of the effectiveness of the positive position feedback control strategy (PPF) in order to control first mode vibrations of the analyzed beam. This control technique is well-known in the literature as a modal control method for vibration attenuation. The PPF controller accomplishes its best performance if tuned properly to the characteristics of the structure to be controlled. According to this we are going to realize the modal analysis of the cantilever beam utilizing the finite element method in Ansys to determine the structural frequency corresponding to the first mode, which is used as PPF controller frequency. On the other hand, we shall obtain the state-space representation of the cantilever beam using the subspace identification method in frequency domain applying the fast fourier transformation (FFT). Furthermore, we will simulate the discrete-time PPF controller using Matlab/Simulink. Lastly, the simulink designed discrete-time PPF controller will be tested using an xPC Target real-time system.
机译:这项工作解决了使用压电致动的悬臂梁主动振动抑制问题的解决方案。为此目的,我们利用正位置反馈控制策略(PPF)的有效性,以控制分析光束的第一模式振动。该控制技术在文献中是众所周知的,作为用于振动衰减的模态控制方法。 PPF控制器如果正确调谐到要控制的结构的特性,则完成最佳性能。根据这,我们将实现利用ANSYS中的有限元方法来确定悬臂梁的模态分析,以确定与第一模式对应的结构频率,其用作PPF控制器频率。另一方面,在应用快速傅里叶变换(FFT)的频域中,我们将获得悬臂梁光束的状态空间表示。此外,我们将使用Matlab / Simulink模拟离散时间PPF控制器。最后,将使用XPC目标实时系统测试Simulink设计的离散时间PPF控制器。

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