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Active buckling control of beams using piezoelectric actuators and strain gauge sensors

机译:使用压电致动器和应变仪传感器对梁进行主动屈曲控制

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摘要

In this paper, a finite element model incorporating active control techniques has been developed to stabilize the first two buckling modes of both a simply supported and a cantilevered beam. The goal is to increase the corresponding beam buckling loads by using piezoelectric actuators along with optimal feedback control. The uniform beams are bonded with two pairs of segmented piezoelectric actuators at the top and bottom. Resistive strain gauges are attached to the centres of the actuators as sensors. Measurements are taken using these, to estimate the system states. The beams are simply supported or cantilevered and subjected to a slowly increasing axial compressive load. Finite element formulations based on the classical Euler-Bernoulli beam theory and linear piezoelectric constitutive equations for the actuators are presented. The associated reduced-order modal equations and the state-space equations are derived for the design of a standard linear quadratic regulator (LQR). The finite element analysis and the active control simulation results are consistent with both theoretical analysis results and experimental data. The designed full state feedback LQR controller is shown to be successful in stabilizing the first two buckling modes of the beams. Also the control simulation shows that the present optimally located segmented actuator pairs along the beam are more effective for buckling control.
机译:在本文中,已经开发了一种包含主动控制技术的有限元模型,以稳定简单支撑和悬臂梁的前两个屈曲模式。目的是通过使用压电致动器以及最佳反馈控制来增加相应的梁屈曲载荷。均匀的梁通过顶部和底部的两对分段压电致动器结合在一起。电阻应变计作为传感器安装在执行器的中央。使用这些进行测量,以估计系统状态。只需简单地支撑或悬臂梁,并承受缓慢增加的轴向压缩载荷。提出了基于经典欧拉-伯努利梁理论和执行器线性压电本构方程的有限元公式。为标准线性二次调节器(LQR)的设计推导了相关的降阶模态方程和状态空间方程。有限元分析和主动控制仿真结果与理论分析结果和实验数据一致。设计的全状态反馈LQR控制器显示出在稳定光束的前两个屈曲模式方面是成功的。控制仿真还表明,沿梁的当前最佳定位的分段致动器对对于屈曲控制更有效。

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