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Active vibration suppression for large space structure assembly: A distributed adaptive model predictive control approach

机译:大型空间结构组件的主动振动抑制:分布式自适应模型预测控制方法

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Subject to the limited envelope size and carrying capacity of a rocket, it could be one of the most promising solutions to construct a large space structure through multilaunching and on-orbit assembly. Taking the antenna of the solar power satellite as the research objective, a novel vibration suppression strategy is developed in this article to guarantee high structural stability of the large space structure during on-orbit assembly. The concept of distributed control unit, together with the varying location relationship matrices, reflects the structural characteristics of the large space structure during on-orbit assembly. The explicit expression form of the control unit's dynamic model is first derived based on the Newmark-beta method. Then, the distributed adaptive model predictive controller is proposed to suppress the vibration of the large space structure aroused by weak impact among assembling modules. Through recalculating the control matrices efficiently at each assembly, the proposed controller achieves adaptive updating along with the varying large space structure. The feasibility of the proposed distributed adaptive model predictive controller is investigated in the numerical simulations, and the centralized fast model predictive controller is adopted for better comparison. The results demonstrate that the distributed adaptive model predictive controller can effectively suppress vibration of the large space structure during on-orbit assembly, with good adaptability, robustness, and computation efficiency.
机译:由于火箭的外壳尺寸和运载能力有限,通过多次发射和在轨组装建造大型空间结构可能是最有希望的解决方案之一。本文以太阳能卫星天线为研究对象,提出了一种新的振动抑制策略,以保证大型空间结构在轨组装时的高稳定性。分布式控制单元的概念和位置关系矩阵的变化反映了在轨装配过程中大型空间结构的结构特征。基于Newmark-beta方法,首次导出了控制单元动态模型的显式表达式。然后,提出了分布式自适应模型预测控制器来抑制装配模块间的弱冲击引起的大空间结构振动。通过在每次装配时有效地重新计算控制矩阵,所提出的控制器可以随着大空间结构的变化实现自适应更新。数值仿真研究了所提出的分布式自适应模型预测控制器的可行性,并采用集中式快速模型预测控制器进行了比较。结果表明,分布式自适应模型预测控制器能够有效地抑制大型空间结构在轨装配过程中的振动,具有良好的适应性、鲁棒性和计算效率。

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