{"title":"Dynamic response of foam-filled multi-tube beams subjected to transverse low-velocity impact: Theoretical and numerical studies","authors":"Junhua Shao , Bingxue Dai , Wei Zhang , Chunping Xiang","doi":"10.1016/j.istruc.2026.111269","DOIUrl":null,"url":null,"abstract":"<div><div>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.</div></div>","PeriodicalId":48642,"journal":{"name":"Structures","volume":"86 ","pages":"Article 111269"},"PeriodicalIF":4.3000,"publicationDate":"2026-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2352012426002183","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2026/2/11 0:00:00","PubModel":"Epub","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
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.
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.