A parameterized model of center-symmetric space deployable arrays inspired by Miura and five-crease origami

IF 5.6 1区 工程技术 Q1 ENGINEERING, CIVIL Engineering Structures Pub Date : 2024-11-22 DOI:10.1016/j.engstruct.2024.119327
Bowen Sun , Yang Zhang , Chong Zhao , Ruixiang Shi , Haifeng Zhao , Qiang Sheng , Ke Wang
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Abstract

Thick-panel origami has gained significant attention for its potential applications in the design of space deployable arrays. However, existing origami structures often fail to meet the stringent constraints imposed by various spacecraft in terms of connectivity and space efficiency, limiting the achievement of optimal folding ratios and compact transportation. To address these challenges, we propose a parameterized geometric model and design method for center-symmetric thick-panel space deployable arrays for varying scales and functions, integrating five-crease vertices with Miura origami. A planar four-bar linkage mechanism is applied to coordinate the motion between the five-crease vertices and Miura origami, ensuring one-degree-of-freedom (one-DOF) motion. The proposed model is validated through a case study on a space exposure experiment platform, with a scaled-down prototype fabricated for testing. The resulting space deployable arrays can be compactly placed within a rectangular prism, offering central symmetry, one-DOF motion, high volume efficiency and folding ratio, and enhanced design flexibility and adaptability.
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受三浦和五皱折纸启发的中心对称空间可部署阵列参数化模型
厚板折纸因其在太空可部署阵列设计中的潜在应用而备受关注。然而,现有的折纸结构往往无法满足各种航天器在连接性和空间效率方面的严格限制,从而限制了最佳折叠率和紧凑运输的实现。为了应对这些挑战,我们提出了一种参数化几何模型和设计方法,用于不同规模和功能的中心对称厚板空间可部署阵列,将五褶顶点与三浦折纸结合在一起。平面四杆连杆机构用于协调五嵴顶点和三浦折纸之间的运动,确保一自由度(one-DOF)运动。通过在太空暴露实验平台上进行案例研究,验证了所提出的模型,并制作了一个按比例缩小的原型进行测试。由此产生的空间可部署阵列可以紧凑地放置在矩形棱柱内,具有中心对称性、一自由度运动、高体积效率和折叠率,以及更高的设计灵活性和适应性。
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来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
期刊介绍: Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed. The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering. Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels. Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.
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