Compression-torsion coupling auxetic tubular structures with enhanced stability

IF 5.6 1区 工程技术 Q1 ENGINEERING, CIVIL
Jun Wen Shi, Wei Zhong Jiang, Yi Zhang, Yi Chao Qu, Xiao Ji, Jian Hao, Han Yan, Xin Ren
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引用次数: 0

Abstract

Auxetic materials exhibit exceptional mechanical properties and distinctive deformation characteristics. A novel compression-torsion coupled auxetic tube is introduced in this study, which integrates an auxetic structure with a compression-torsion coupling mechanism. By modifying the inner tube and ribs of the structure, the compression-torsion coupling effect is enhanced, improving both the mechanical properties and deformation characteristics. Three compression-torsion coupled auxetic tubes (CATs) were fabricated using 3D printing technology. They were compared with conventional auxetic tubes (AT) to examine the influence of compression-torsion coupling on structural behavior. Experimental results were compared with simulation, confirming the validity of the finite element model. Numerical analysis was conducted to investigate the influence of the direction of compression-torsion coupling and outer wall thickness on CAT structures. The results demonstrate that the compression-torsion coupling effect changes the wall thickness under compression, enhancing energy absorption and structural stability. The structure has a densification delay of 28.5 % compared to other perforated tubes, and the SEA has increased by 105 %. Additionally, the application of compression-torsion coupled auxetic tubes in auxetic springs was explored, revealing that the compression-torsion coupling effect significantly prolongs the working displacement of the structure while improving its capacity for elastic energy storage. CAT has broad application prospects in the fields of soft robots and protective engineering.
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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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