Pre-tension design and research of cable net structure for space modular deployable antenna

IF 4 2区 工程技术 Q2 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Advances in Engineering Software Pub Date : 2024-06-07 DOI:10.1016/j.advengsoft.2024.103685
Dake Tian , Zuwei Shi , Lu Jin , Xihua Yang , Rongqiang Liu , Chuang Shi
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Abstract

Modular deployable antennas represent an ideal structural form for the development of large-aperture antennas because of their flexibility, adaptability, and high versatility. To enhance the surface accuracy of the antenna after deployment, a comprehensive pre-tension design method that considers truss deformation and tension uniformity is proposed. First, the configuration design of the antenna cable net is constructed, and the mathematical models for cable length under surface accuracy requirements and boundary nodes are established considering catenary effects. Second, the distribution patterns of cable net structure nodes and segments are analyzed, leading to the creation of node coordinate matrices and cable net connection matrices. A basic model for cable net pre-tension design is developed based on the fundamental principles of force density. Furthermore, a multi-objective optimization of cable net pre-tension is performed using a genetic algorithm, considering truss structure deformation and tension uniformity as dual factors. Finally, the developed model is applied to design a single-module cable net structure, and numerical simulation is used for validation. Research results show that the overall surface form error is 0.32 mm, and the maximum tension ratio of cable net on the front cable net surface is 1.54, whereas the maximum tension ratio of tension ties is 2.28, thereby meeting the design requirements. Numerical simulation shows that the maximum deformation of the cable net structure is 0.16 mm, validating the correctness of the model. This research can provide valuable insights and references for the pre-tension design and research of cable net structures in other antennas.

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用于空间模块化可部署天线的索网结构的预拉伸设计与研究
模块化可展开天线具有灵活性、适应性和多功能性,是开发大孔径天线的理想结构形式。为了提高天线展开后的表面精度,本文提出了一种综合考虑桁架变形和张力均匀性的预张力设计方法。首先,构建了天线缆网的配置设计,并建立了表面精度要求和边界节点下的缆长数学模型,考虑了悬臂效应。其次,分析了缆网结构节点和线段的分布模式,从而建立了节点坐标矩阵和缆网连接矩阵。根据力密度的基本原理,建立了索网预张拉设计的基本模型。此外,考虑到桁架结构变形和张力均匀性这两个因素,使用遗传算法对索网预张力进行了多目标优化。最后,将所建立的模型用于设计单模块索网结构,并进行了数值模拟验证。研究结果表明,整体表面形状误差为 0.32 毫米,前索网表面的索网最大张力比为 1.54,而拉索的最大张力比为 2.28,从而满足了设计要求。数值模拟表明,索网结构的最大变形量为 0.16 毫米,验证了模型的正确性。这项研究可为其他天线的预张拉设计和索网结构研究提供有价值的启示和参考。
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来源期刊
Advances in Engineering Software
Advances in Engineering Software 工程技术-计算机:跨学科应用
CiteScore
7.70
自引率
4.20%
发文量
169
审稿时长
37 days
期刊介绍: The objective of this journal is to communicate recent and projected advances in computer-based engineering techniques. The fields covered include mechanical, aerospace, civil and environmental engineering, with an emphasis on research and development leading to practical problem-solving. The scope of the journal includes: • Innovative computational strategies and numerical algorithms for large-scale engineering problems • Analysis and simulation techniques and systems • Model and mesh generation • Control of the accuracy, stability and efficiency of computational process • Exploitation of new computing environments (eg distributed hetergeneous and collaborative computing) • Advanced visualization techniques, virtual environments and prototyping • Applications of AI, knowledge-based systems, computational intelligence, including fuzzy logic, neural networks and evolutionary computations • Application of object-oriented technology to engineering problems • Intelligent human computer interfaces • Design automation, multidisciplinary design and optimization • CAD, CAE and integrated process and product development systems • Quality and reliability.
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