Xinyi Zhang , Dongsheng Zhang , Shenghai Wang , Kwong Ming Tse
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引用次数: 0
Abstract
Thin-walled tubes with origami patterns show an expectable crushing mechanism, leading to a better energy absorption performance of lower initial peak force and smoother crushing process than conventional tube. In this study, a sloped-truncated origami tube (STOT), presenting variable stiffness in layers, was proposed. The crushing mode, crushing response and energy absorption performance of the STOT compared with those of tubes with parallel-truncated origami pattern (PTOT) and Miura-ori pattern (MOT) are experimentally investigated and validated through finite element method. A parametric study is conducted to investigate the effects of sloped-truncated ratio, number of layers and dihedral angle on the crushing process and energy absorption performance of the proposed STOT. Results show that the STOT with appropriate geometric parameters performed a desirable crushing process, characterized by without excessive initial peak force, followed by a smoothly increasing compression force. Comparison results show that the STOT is the best design for energy absorption device for its comparable value of specific energy absorption (SEA) and crushing force efficiency (CFE). The STOT, with optimized geometries achieves a 21.84 % increase in SEA and a 104.19 % improvement in CFE compared to the conventional square tube counterpart. Additionally, compared to its MOT counterpart, the proposed STOT exhibits superior performance in Pm and SEA. This study offers new insights into the origami-inspired design and low-stiffness initiation of the crushing mode in patterned thin-walled tubes, achieving a balance between energy absorption and geometric parameters.
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.