带多个移动作动器的柔性梁非线性模型预测控制

Nonlinear model predictive control of a flexible beam with multiple moving actuators

  • 摘要: 关键光学载荷在柔性结构上的精确运动在变基线对地观测等未来空间任务中有广阔应用前景。本文选取带多个移动作动器的悬臂梁为基础模型,设计了非线性模型预测控制,用于控制安装在其中一个作动器上的载荷的轨迹,并实现柔性结构的振动抑制。首先基于假设模态法和第二类拉格朗日方程建立了系统刚柔耦合动力学方程。随后开展了非线性模型预测控制器设计,其中,性能指标综合统筹了载荷轨迹跟踪误差、柔性梁振动幅值、载荷运动轨迹平滑程度等。特别地,考虑到整体结构振动抑制所带来的高昂计算代价,提出一种改进优化策略,重点关注预测步长内载荷期望轨迹所覆盖结构段的振动衰减。数值仿真结果验证了所设计控制器和控制策略的可行性和有效性。此外,为分析合适作动器数量,本文还基于能量消耗,对所关注系统在不同数量作动器作用下的整体控制效果进行了对比研究。

     

    Abstract: Precise motion of key optical payloads on flexible structures has wide application prospects in future space missions such as variable baseline earth observation. In this paper, a cantilever beam with multiple moving actuators is selected as the basic model, and a nonlinear model predictive control is designed to control the trajectory of the payload installed on one of the actuators and to achieve vibration suppression of the flexible structure. Firstly, the dynamic equation of the rigid-flexible coupling of the system is established based on the assumed modal method and the second order Lagrange equation. Then, a nonlinear model predictive controller is designed in which the performance index comprehensively coordinates the load trajectory tracking error, the vibration amplitude of the flexible beam and the smoothness of the payload motion trajectory. In particular, considering the high computational cost of the overall structural vibration suppression, an improved optimization strategy is proposed that focuses on the vibration damping of the structural segment covered by the expected load trajectory within the prediction step. Numerical simulation results verify the feasibility and effectiveness of the designed controller and control strategy. In addition, in order to analyze the appropriate number of actuators, this paper also compares the overall control effect of the system under the action of different numbers of actuators based on energy consumption.

     

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