Dynamic response of foam-filled multi-tube beams subjected to transverse low-velocity impact: Theoretical and numerical studies

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL
Structures Pub Date : 2026-04-01 Epub Date: 2026-02-11 DOI:10.1016/j.istruc.2026.111269
Junhua Shao , Bingxue Dai , Wei Zhang , Chunping Xiang
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引用次数: 0

Abstract

The large-deflection behavior of foam-filled multi-tube beams subjected to transverse low-velocity impact is investigated using theoretical analysis and numerical simulations. A yield criterion for large-deflection plastic deformation is proposed, and analytical models based on upper-bound, lower-bound, and membrane theories are developed to predict the impact response while accounting for the coupling between bending and axial forces. The theoretical predictions are validated through finite element simulations, with numerical results consistently lying within the theoretical bounds. The numerical results demonstrate that, under the same impact conditions, the foam-filled multi-tube configuration exhibits superior deformation resistance and enhanced energy absorption capacity compared with foam-filled single-tube and hollow tube beams. Parametric studies based on the theoretical model further indicate that, under conditions of constant mass per unit length, increasing the yield strength ratio of the foam and the tube or reducing the thickness of the inner and the outer tubes effectively reduces plastic deformation and improves load-bearing and energy absorption capacity, whereas an excessive aspect ratio of beam or a low inner-to-outer tube thickness ratio degrades impact resistance. These findings provide valuable theoretical insights and practical guidance for the design and optimization of foam-filled multi-tube configurations for energy absorption and impact protection applications.
横向低速冲击下泡沫填充多管梁的动力响应:理论与数值研究
采用理论分析和数值模拟相结合的方法研究了泡沫填充多管梁在横向低速冲击作用下的大挠度特性。提出了大挠度塑性变形的屈服准则,并建立了基于上界、下界和膜理论的分析模型来预测冲击响应,同时考虑了弯曲力和轴向力之间的耦合。通过有限元模拟验证了理论预测,数值结果始终在理论范围内。数值计算结果表明,在相同的冲击条件下,泡沫填充多管梁比单管和空心管梁具有更强的抗变形能力和吸能能力。基于理论模型的参数化研究进一步表明,在单位长度质量恒定的条件下,增大泡沫与管材的屈服强度比或减小内外管材厚度可有效减小塑性变形,提高承载和吸能能力,而过大的梁长径比或过低的内外管材厚度比则会降低抗冲击能力。这些发现为泡沫填充多管结构的吸能和防冲击设计和优化提供了有价值的理论见解和实践指导。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Structures
Structures Engineering-Architecture
CiteScore
5.70
自引率
17.10%
发文量
1187
期刊介绍: Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.
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