首页> 外文期刊>Journal of the International Association for Shell and Spatial Structures >DEPLOYABLE CABLE-CHAIN STRUCTURES: MORPHOLOGY, STRUCTURAL RESPONSE AND ROBUSTNESS STUDY
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DEPLOYABLE CABLE-CHAIN STRUCTURES: MORPHOLOGY, STRUCTURAL RESPONSE AND ROBUSTNESS STUDY

机译:可部署的电缆链结构:形态,结构响应和鲁棒性研究

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摘要

A novel deployable cable-chain structure (DCCS), which consists of a single layer of strut chains interconnected by cable elements, has been developed for small and medium span applications. High tensile cables are used to stabilize the overall system in the deployed state and to provide adequate structural stiffness and strength. Based on the concept of DCCS, various structural forms such as barrel vaults, geodesic domes, booms and their combinations can be generated. Their deployment and folding patterns are investigated through morphology study. Special honey-comb socket joints are developed to facilitate rapid deployment and on-site assembly. Scaled prototypes of DCCS are built to verify the deployment mechanism. Comparison studies carried out on foldable plate and foldable bar Structures suggest that the proposed DCCS has higher deployment ratio and lower self-weight. Nonlinear inelastic analysis is performed on DCCS to study its load-displacement behaviour and its structural robustness against the sudden loss of a structural member. 【Keywords】deployable structure, cable-chain structure, morphology study, nonlinear inelastic analysis,deployable joint, robustness
机译:已经为中小型应用开发了一种新颖的可部署式电缆链结构(DCCS),该结构由通过电缆元件互连的单层支撑链组成。高强度电缆用于将整个系统稳定在展开状态并提供足够的结构刚度和强度。基于DCCS的概念,可以生成各种结构形式,例如桶形拱顶,测地穹顶,吊杆及其组合。通过形态学研究了它们的展开和折叠模式。开发了特殊的蜂窝套筒接头,以促进快速部署和现场组装。构建了DCCS的缩放原型以验证部署机制。在可折叠板和可折叠杆结构上进行的比较研究表明,提出的DCCS具有更高的展开比和更低的自重。在DCCS上进行了非线性非弹性分析,以研究其荷载-位移特性以及针对结构构件突然丢失的结构稳健性。 【关键词】可展开结构索链结构形态研究非线性非弹性分析可展开接点鲁棒性

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    Department of Civil Engineering, National University of Singapore, E1A-7-03, 1 Engineering Drive 2, Singapore 117576;

    Department of Civil Engineering, National University of Singapore, E1A-7-03, 1 Engineering Drive 2, Singapore 117576;

    Department of Civil Engineering, National University of Singapore, E1A-7-03, 1 Engineering Drive 2, Singapore 117576;

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