基于刚度影响系数优化的空间三棱柱单元组网机构张力索构型研究

    Research on tensioned cable configuration for spatial triangular prism element network mechanism based on stiffness influence coefficient optimization

    • 摘要: 针对张拉索对空间三棱柱单元组网的抛物柱面天线刚度影响不明问题,瞄准天线展开后高刚度保持性能需求,开展了张力索构型的优化。通过分析三棱柱桁架机构特点确定了张力索的可能布置方式,结合提出的评价指标开展了不同张力绳索对单模块天线结构动力学特性的影响规律分析和张力索的构型设计与优化。结果表明,优化后的单个三棱柱桁架机构单元仅包含6根张力索,相比完全21根张力索构型省略了71.4%的数量,仍可实现天线一阶固有频率3.22 Hz,且相比纯杆系结构,一阶固有频率提升了3.09倍,即实现了通过少量的张力索实现整体基频的显著提升。

       

      Abstract: In response to the unclear impact of tension cables on the stiffness of parabolic cylindrical antennas in spatial triangular prism unit networks, the optimization of tension cable configurations is carried out to meet the performance requirements of maintaining high stiffness after the deployment. By analyzing the characteristics of triangular prism truss, the possible arrangement of tension cables is determined. Combined with the proposed evaluation indicators, the influence of different tension cables on the dynamic characteristics of a single module antenna is analyzed, and the configuration design and optimization of tension cables are carried out. The results show that the optimized single triangular prism truss unit only contains 6 tension cables, which omits 71.4% of the quantity compared to the complete 21 tension cable configuration. It can still achieve the first-order natural frequency of antenna at 3.22 Hz, and compared to the pure rod structure, the first-order natural frequency is increased by 3.09 times, achieving a significant increase in frequency through a small number of tension cables.