Zhaoji Li , T.X. Yu , Zhaosheng Meng , Lirong Wan , Qingliang Zeng , Dong Ruan
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引用次数: 0
Abstract
Bio-inspired and hierarchical configurations have been extensively studied to enhance the energy absorption capacity of thin-walled tubes under axial crushing. However, general design guidelines with governing factors remain unclear. Our recent study [Li et al., IJMS 2024] has discovered a single non-dimensional governing parameter ω, which could guide the design of the configuration of high-performing tubes. It was unveiled that the larger the non-dimensional governing parameter ω, the better the performance of tubes under axial crushing. Following the aforementioned study, the present paper strategically proposes a class of circular tubes of complex cross-sections with relatively large magnitudes of ω and investigates them numerically, theoretically and experimentally. Tubes with a reduced diameter of small tubes on ribs without gaps possess larger ω and absorb the most energy among this class of tubes studied. Subsequently, to broaden the application range of theoretical models for the energy absorption of tubes, the effect of solidity ratios is explored. Both configuration (as indicated by ω) and solidity ratio ϕ play dominant roles in the performance of the tubes with complex cross-sections. The expression of effectiveness of energy absorption (EEA) is further expressed as a function of ω and ϕ so that it can be employed to predict the energy absorption characters of tubes with various relative density. The quasi-static axial compressive tests were also conducted and used to validate the numerical and theoretical models as well as the proposed design strategy.
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.