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Kinematic of symmetric deployable scissor-hinge structures with integral mechanism mode

机译:具有整体机构模式的对称可展开剪式铰链结构的运动学

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摘要

Some cases of kinematic behavior of deployable scissor-hinge structures, which consist of link members and pivot and hinge joints, have been investigated. However, few have concerned the inherent symmetry and potential interference of these structures. Here we present a new mode of integral mechanism for symmetric structures. Adopting this integral mechanism mode, the algorithm of kinematic analysis is improved, and is capable of following the motion path of a scissor-hinge structure efficiently. During deployment, the geometric configurations and kinematic indeterminacy of the structure are studied. Further, we concern the interferences among nonadjacent members and potential kinematic singularity for these deployable structures. Numerical analysis points out that kinematic singularity could be induced when a scissor-hinge structure is fully deployed or folded. Geometric transformations of these deployable structures are continuous and significant when moving along the motion path. Nevertheless, the inherent symmetry keeps unchanged, and the integral mechanism mode preserves full symmetry. The proposed integral mechanism mode is unique to a specific deployable structure, and it is therefore helpful for further studies on deployable structures. (C) 2017 Elsevier Ltd. All rights reserved.
机译:研究了可展开的剪式铰链结构的运动学行为的一些情况,该结构由连杆构件以及枢轴和铰链接头组成。但是,很少有人关注这些结构的固有对称性和潜在干扰。在这里,我们提出了一种对称结构积分机制的新模式。通过采用这种整体机制模式,改进了运动学分析算法,并能够有效地跟踪剪铰结构的运动路径。在部署期间,研究了结构的几何构型和运动学不确定性。此外,我们关注这些可展开结构的不相邻成员之间的干扰以及潜在的运动奇异性。数值分析指出,剪式铰链结构完全展开或折叠时,可能会引起运动奇异性。当沿着运动路径移动时,这些可展开结构的几何变换是连续且重要的。但是,固有的对称性保持不变,而积分机制模式保持完全的对称性。所提出的整体机制模式对于特定的可部署结构是唯一的,因此有助于进一步研究可部署结构。 (C)2017 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Computers & Structures》 |2017年第10期|140-152|共13页
  • 作者

    Chen Yao; Fan Linzi; Feng Jian;

  • 作者单位

    Southeast Univ, Key Lab Concrete & Prestressed Concrete Struct, Minist Educ, Nanjing 210096, Jiangsu, Peoples R China|Southeast Univ, Natl Prestress Engn Res Ctr, Nanjing 210096, Jiangsu, Peoples R China|South China Univ Technol, State Key Lab Subtrop Bldg Sci, Guangzhou, Guangdong, Peoples R China;

    Sanjiang Univ, Sch Civil Engn, Nanjing 210012, Jiangsu, Peoples R China;

    Southeast Univ, Key Lab Concrete & Prestressed Concrete Struct, Minist Educ, Nanjing 210096, Jiangsu, Peoples R China|Southeast Univ, Natl Prestress Engn Res Ctr, Nanjing 210096, Jiangsu, 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

    Integral mechanism mode; Full symmetry; Group theory; Foldable structure;

    机译:整体机制模式;完全对称;群论;可折叠结构;

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