• CN:11-2187/TH
  • ISSN:0577-6686

机械工程学报 ›› 2022, Vol. 58 ›› Issue (5): 18-25.doi: 10.3901/JME.2022.05.018

• 机器人及机构学 • 上一篇    下一篇

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基于线性互补理论的可展开索-桁架结构静力学分析

肖航, 吕胜男, 李龙, 罗斯达, 段海滨, 丁希仑   

  1. 北京航空航天大学机械工程及自动化学院 北京 100191
  • 收稿日期:2021-03-22 修回日期:2021-05-10 出版日期:2022-03-05 发布日期:2022-04-28
  • 通讯作者: 吕胜男(通信作者),女,1987年出生,博士,副教授,博士研究生导师。主要研究方向为折展机构、折纸及其衍生机构、模块化可重构机构等。E-mail:shengnan_lyu@buaa.edu.cn E-mail:shengnan_lyu@buaa.edu.cn
  • 作者简介:肖航,男,1992年出生,博士后。主要研究方向为绳驱动与可展收机构设计。E-mail:xiaohang@buaa.edu.cn
  • 基金资助:
    国家自然科学基金(51635002,52075016)资助项目。

Static Analysis of Deployable Cable-truss Structures Based on Linear Complementarity Theory

XIAO Hang, Lü Sheng-nan, LI Long, LUO Si-da, DUAN Hai-bin, DING Xi-lun   

  1. School of Mechanical Engineering and Automation, Beihang University, Beijing 100191
  • Received:2021-03-22 Revised:2021-05-10 Online:2022-03-05 Published:2022-04-28

摘要: 空间可展开索-桁架结构具有折展比大、重量轻、刚度高的优点,广泛应用于天线、太空望远镜、太阳翼等大型航天器关键部件中。在统一框架内进行了梁单元和索单元的刚度矩阵集成,建立了包含柔性绳索和杆件的可展开索-桁架结构刚度模型。基于线性互补理论,提出了一种反应绳索真实张紧、松弛状态的结构受力变形计算方法,得到了准确的结构受力与节点位移的映射关系。最后以剪叉机构单元和圆柱面可展开结构为例,验证了所提出方法的有效性,并分析了绳索分布对结构变形的影响。该分析方法可扩展应用于各类索-桁架结构的受力变形计算。

关键词: 可展开索-桁架结构, 柔性绳索, 线性互补理论, 静力学分析

Abstract: Deployable cable-truss structures have the advantages of large deploy/fold ratio, light weight and high stiffness, which have been widely applied in the key parts of large spacecrafts such as antennas, space telescopes and solar arrays. The stiffness matrices of beam and cable elements are assembled in a unified framework. The stiffness model of deployable cable-truss structures containing flexible cables and beams is established. Based on linear complementarity theory, a structure deformation calculation method which can reflect the actual tensity of cables, namely tensioned or slack, is proposed. The accurate relationship between the loads and deformations of nodes is obtained. The reliability of this method is validated through the simulation of a scissor-like element and a cylindrical deployable structure. The influence of cable distribution on stiffness is revealed. The proposed method can be utilized for the deformation analysis of various cable-truss structures.

Key words: deployable cable-truss structure, flexible cable, linear complementarity theory, static analysis

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