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Dynamic progressive buckling of circular and square tubes

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TLDR
In this paper, a series of over 120 axial crushing tests were conducted on circular and square steel tubes loaded either statically or dynamically, and approximate theoretical predictions for static and dynamic progressive buckling were developed.
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This article is published in International Journal of Impact Engineering.The article was published on 1986-01-01. It has received 800 citations till now. The article focuses on the topics: Buckling.

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A bionic tree-liked fractal structure as energy absorber under axial loading

TL;DR: In this article, a tree-liked fractal method is proposed to develop a novel protective structure with great energy absorption, and the theoretical model of the tree-like fractal structure is introduced to analyze their energy absorption under quasi-static and dynamic loads.

Deployable System for Crash-Load Attenuation

TL;DR: In this paper, an externally deployable honeycomb structure is investigated with respect to crash energy management for light aircraft, where flexible hinges between cell wall junctions enable effortless deployment, and a variety of deployment options such as linear, radial, and/or hybrid deployment methods are discussed.
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A review of structural responses and design of offshore tubular structures subjected to ship impacts

TL;DR: In this article, the authors review the state-of-the-art with respect to the response dynamics and mechanics of offshore tubular structures subjected to mass impacts, covering material modelling, ship impact loading, energy absorption in the ship and platform, global and local responses of tubular structure, the residual strengths of damaged tubular members and design considerations to mitigate against ship impacts.
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Evaluation of various multi-cell design concepts for crashworthiness design of thin-walled aluminum tubes

TL;DR: In this paper, the authors evaluated various multi-cell design concepts to optimize the crash performance of thin-walled aluminum tubes and found that the optimized designs exhibit remarkable CFE and SEA performances.
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Dynamic and Static Axial Crushing of Axially Stiffened Square Tubes

TL;DR: In this paper, the axial impact of thin-walled tubes with square cross-sections, which incorporate axial stiffeners, was studied, and the experimental results on mild steel specimens of side width c suggest, for a given impact energy, that the permanent axial displacements are not reduced significantly by the addition of stiffeners unless T/c exceeds a certain value.
References
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Journal ArticleDOI

Dynamic axial crushing of square tubes

TL;DR: In this paper, the axial progressive crushing of square box columns using a kinematically admissible method of analysis was investigated and four deformation modes which govern the behaviour for different ranges of the parameter c/h.
Journal ArticleDOI

Dynamic axial crushing of circular tubes

TL;DR: A series of axial crushing tests on steel circular cylindrical shells loaded either statically or dynamically is reported and compared with various theoretical predictions and empirical relations in this article, where a modified version of Alexander's theoretical analysis for axisymmetric, or concertina, deformations gives good agreement with the experimental results when the effective crushing distance is considered and provided that the influence of material strain rate sensitivity is retained in the dynamic crushing case.
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The quasi-static crumpling of thin-walled circular cylinders and frusta under axial compression

TL;DR: In this paper, thin-walled circular cylinders and truncated circular cones of aluminium alloy were subjected to axial static loading and their initial axial length and the outside diameter of cylinders and frusta were kept constant whilst their wall thickness was varied.
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The effective crushing distance in axially compressed thin-walled metal columns

TL;DR: In this paper, a simplified theoretical model of a compressed rigid-linearly strain hardening metal strip is studied and a closed-form solution is derived for the crushing distance of unstiffened as well as transversly stiffened box columns.
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