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首页> 外文期刊>Engineering Structures >Pretension design of cable-network antennas considering the deformation of the supporting truss: A double-loop iterative approach
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Pretension design of cable-network antennas considering the deformation of the supporting truss: A double-loop iterative approach

机译:考虑支撑桁架变形的电缆网络天线的预拉伸设计:双环迭代方法

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摘要

Cable-network structures are usually adopted as an ideal form of satellite antennas. The performance of cable-network antennas crucially depends on the surface accuracy and the tension distribution. In some cases, conventional algorithms, such as the equal tension algorithm and the equal force density algorithm, may lead to the decrease of the effective region. Thus the equal length algorithm based on the force density method is proposed in this paper. In this algorithm, the free nodes are restricted as close as possible to their desired positions, which ensures the area of the effective region and the high surface accuracy. The cable tensions are restricted by the maximum tension ratios, which ensures the uniform tension distribution. Furthermore, the elastic deformation of the supporting truss seriously affects the antenna's performance. Therefore, a double-loop iterative form-finding approach for the cable-network antenna with flexible supporting truss is proposed to find a pre-tensioned configuration that meets the requirements of the surface accuracy and the tension distribution. Firstly, an inner loop based on the equal length algorithm is established for the form-finding of the cable-network. Through this inner loop, the high surface accuracy and the uniform tension distribution can be achieved. Secondly, a compatible strategy between the cable-network and the flexible supporting truss is proposed. Through this strategy, a nonlinear finite element (FE) model of the cable-network antenna is established to capture the compatible deformation. Thirdly, an outer loop combining the equal length algorithm and the compatible strategy is established, in which the node coordinates and the cable tensions are iteratively fed to the force density model and the FE model in steps 1 and 2. Through this outer loop, the compatible deformation is fully considered. The whole loop will stop and converge to a reasonable solution of the surface accuracy and the tension distribution within given criterions. Numerical examples of an offset cable-network antenna are provided, and the results are compared with previous literature.
机译:通常采用有线网络结构作为卫星天线的理想形式。电缆网络天线的性能关键取决于表面精度和张力分布。在某些情况下,诸如相等张力算法和相等力密度算法之类的常规算法可能导致有效区域的减小。因此,本文提出了一种基于力密度法的等长算法。在该算法中,自由节点被限制在尽可能接近其所需位置的位置,从而确保了有效区域的面积和较高的表面精度。电缆张力受最大张力比的限制,这可确保均匀的张力分布。此外,支撑桁架的弹性变形严重影响天线的性能。因此,提出了一种用于具有柔性支撑桁架的电缆网络天线的双环迭代找形方法,以找到一种满足表面精度和张力分布要求的预张紧构型。首先,建立了基于等长算法的内环,用于电缆网络的找形。通过该内环,可以实现高表面精度和均匀的张力分布。其次,提出了电缆网络与柔性支撑桁架的兼容策略。通过这种策略,建立了电缆网络天线的非线性有限元(FE)模型来捕获兼容的变形。第三,建立一个将等长算法和兼容策略相结合的外环,其中在步骤1和2中将节点坐标和缆索张力迭代地馈送到力密度模型和有限元模型。充分考虑了相容变形。整个循环将停止并收敛到给定标准内的表面精度和张力分布的合理解决方案。提供了偏置电缆网络天线的数值示例,并将结果与​​以前的文献进行了比较。

著录项

  • 来源
    《Engineering Structures》 |2019年第1期|399-409|共11页
  • 作者单位

    Tianjin Univ, Key Lab Mech Theory & Equipment Design, Minist Educ, 135 Yaguan Rd,Haihe Educ Pk, Tianjin 300350, Peoples R China;

    Tianjin Univ, Key Lab Mech Theory & Equipment Design, Minist Educ, 135 Yaguan Rd,Haihe Educ Pk, Tianjin 300350, Peoples R China;

    Tianjin Univ, Key Lab Mech Theory & Equipment Design, Minist Educ, 135 Yaguan Rd,Haihe Educ Pk, Tianjin 300350, Peoples R China;

    Tianjin Univ, Key Lab Mech Theory & Equipment Design, Minist Educ, 135 Yaguan Rd,Haihe Educ Pk, Tianjin 300350, Peoples R China;

    Xian Inst Space Radio Technol, Xian 710000, Shaanxi, Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Form-finding; Cable-network antenna; Flexible supporting truss; Force density method; Nonlinear finite element method;

    机译:找形;电缆网络天线;柔性支撑桁架;力密度法;非线性有限元法;

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