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From shear centre to eigenwrenches

delete2021-04-01
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OA
AI
J
Jonathan P. Stacey
M
M. O’Donnell
C
Charles J. Kim
M
Mark Schenk *
DOI:10.1016/j.tws.2021.107478delete
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摘要

摘要

En 中文
In the field of mechanism design, the behaviour of compliant shell mechanisms is commonly characterised via the eigenscrew decomposition of their spatial stiffness matrix. Recent developments have included the design of compliant shell mechanisms made with anisotropic materials. Conceptually, these compliant mechanisms are very similar to morphing composite structures that are typically designed using structural mechanics approaches. Eigenscrew decomposition could, therefore, provide additional insight to designers. To bridge the gap between the two communities, we present the equivalence of eigenscrews (eigenwrench and eigentwist) and familiar structural concepts such as shear centre and centre of twist for the special case of a cantilevered beam. It is hoped that this explicit link will help bridge these disparate fields, and encourage cross-fertilisation of ideas.
Keyword:
Compliant mechanisms
Morphing composites
Eigenscrews
Screw theory
Shear centre
AI总结

AI总结

对已上传原文的论文进行重点信息的提取,主要内容包括:简要概述、研究摘要、背景介绍、关键亮点、图文解析、展望与总结。

期刊

T
Thin-Walled Structures
IF:
6.6
论文数:
1.1W
被引数:
4.0W

机构

U
University of Bristol
学者数:
3.1W
论文数: 3.0W
被引数: 5.3W
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