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Robust vibration control of composite beams using piezoelectric devices and neural networks

机译:利用压电装置和神经网络对复合梁进行鲁棒的振动控制

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摘要

Robust vibration control of smart composite beams using neural networks was studied. Linear quadratic Gaussian with loop transfer recovery (LQG/LTR) methodology was used to design a robust controller on the basis of the state space model of the system. The state space model of the system was obtained using the finite-element method and mode superposition. The finite-element model was based on a higher-order shear deformation theory which included the lateral strains. The mode superposition method was used to transform the coupled finite-element equations of motion in the physical coordinates into a set of reduced uncoupled equations in the modal coordinates. The performance of the LQG/LTR controller was verified for various arbitrary initial conditions. A system of neural networks was then trained to emulate the robust controller. The neural network system was trained using the backpropagation algorithm. After suitable training, the NN (neural network) controller was shown to effectively control the vibrations of the composite beam. A robustness study including the effects of tip mass, structural parameter variation, and loss of a sensor input was performed. The NN controller is shown to provide robustness and control capabilities equivalent to that of the LQG/LTR controller.
机译:研究了基于神经网络的智能复合材料梁的鲁棒振动控制。基于系统状态空间模型,采用具有循环转移恢复(LQG / LTR)方法的线性二次高斯方法来设计鲁棒控制器。使用有限元法和模式叠加法获得了系统的状态空间模型。有限元模型基于包括横向应变的高阶剪切变形理论。模式叠加方法用于将物理坐标中的耦合有限元运动方程转换为模态坐标中的一组简化的非耦合方程。在各种任意初始条件下,LQG / LTR控制器的性能都得到了验证。然后训练了一个神经网络系统来仿真鲁棒控制器。使用反向传播算法训练了神经网络系统。经过适当的训练后,显示的NN(神经网络)控制器可以有效地控制复合梁的振动。进行了鲁棒性研究,包括尖端质量,结构参数变化和传感器输入损失的影响。所示的NN控制器具有与LQG / LTR控制器相同的鲁棒性和控制能力。

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