Development and validation of an equivalent honeycomb model

IF 5.7 1区 工程技术 Q1 ENGINEERING, CIVIL Thin-Walled Structures Pub Date : 2025-02-07 DOI:10.1016/j.tws.2025.113058
Jiaming Wang , Haifeng Yang , Zhigang Li , Yi Xie , Jianyu Gao , Fangyu Chen , Huiqing Lan
{"title":"Development and validation of an equivalent honeycomb model","authors":"Jiaming Wang ,&nbsp;Haifeng Yang ,&nbsp;Zhigang Li ,&nbsp;Yi Xie ,&nbsp;Jianyu Gao ,&nbsp;Fangyu Chen ,&nbsp;Huiqing Lan","doi":"10.1016/j.tws.2025.113058","DOIUrl":null,"url":null,"abstract":"<div><div>Due to their low density, high strength and high specific energy absorption, honeycombs have been widely employed as excellent energy-absorbing structures in crashworthiness design. However, the computational cost of detailed finite element (FE) models of honeycombs is prohibitively high, due to the small size and large number of elements involved. Therefore, to reduce computational time while ensuring accuracy, equivalent modeling methods for honeycombs are of particular interest to researchers. In this study, tests were conducted on aluminum honeycombs to investigate anisotropy, strain rate effects and tearing effects. The results indicated that the compressive strength decreased with increasing off-axis angles and increased with rising strain rates, and it was enhanced due to the tearing force. Based on the test results, the basic mechanical parameters, including elastic modulus, plateau stress, densification strain, and densification modulus, were obtained. More importantly, a continuous solid equivalent honeycomb model was developed, in which a modified Hill48 yield criterion and a segmented linearity rate-dependent hardening model were adopted to describe the anisotropic properties and strain rate effect of the honeycomb, and beam elements with failure criteria were utilized to characterize the tearing effect. The developed equivalent constitutive model was implemented into LS-DYNA via user material subroutine (UMAT) for numerical simulation. The simulation results were highly consistent with the test results, demonstrating the reliability of this equivalent honeycomb model.</div></div>","PeriodicalId":49435,"journal":{"name":"Thin-Walled Structures","volume":"210 ","pages":"Article 113058"},"PeriodicalIF":5.7000,"publicationDate":"2025-02-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Thin-Walled Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0263823125001521","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

Abstract

Due to their low density, high strength and high specific energy absorption, honeycombs have been widely employed as excellent energy-absorbing structures in crashworthiness design. However, the computational cost of detailed finite element (FE) models of honeycombs is prohibitively high, due to the small size and large number of elements involved. Therefore, to reduce computational time while ensuring accuracy, equivalent modeling methods for honeycombs are of particular interest to researchers. In this study, tests were conducted on aluminum honeycombs to investigate anisotropy, strain rate effects and tearing effects. The results indicated that the compressive strength decreased with increasing off-axis angles and increased with rising strain rates, and it was enhanced due to the tearing force. Based on the test results, the basic mechanical parameters, including elastic modulus, plateau stress, densification strain, and densification modulus, were obtained. More importantly, a continuous solid equivalent honeycomb model was developed, in which a modified Hill48 yield criterion and a segmented linearity rate-dependent hardening model were adopted to describe the anisotropic properties and strain rate effect of the honeycomb, and beam elements with failure criteria were utilized to characterize the tearing effect. The developed equivalent constitutive model was implemented into LS-DYNA via user material subroutine (UMAT) for numerical simulation. The simulation results were highly consistent with the test results, demonstrating the reliability of this equivalent honeycomb model.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
求助全文
约1分钟内获得全文 去求助
来源期刊
Thin-Walled Structures
Thin-Walled Structures 工程技术-工程:土木
CiteScore
9.60
自引率
20.30%
发文量
801
审稿时长
66 days
期刊介绍: Thin-walled structures comprises an important and growing proportion of engineering construction with areas of application becoming increasingly diverse, ranging from aircraft, bridges, ships and oil rigs to storage vessels, industrial buildings and warehouses. Many factors, including cost and weight economy, new materials and processes and the growth of powerful methods of analysis have contributed to this growth, and led to the need for a journal which concentrates specifically on structures in which problems arise due to the thinness of the walls. This field includes cold– formed sections, plate and shell structures, reinforced plastics structures and aluminium structures, and is of importance in many branches of engineering. The primary criterion for consideration of papers in Thin–Walled Structures is that they must be concerned with thin–walled structures or the basic problems inherent in thin–walled structures. Provided this criterion is satisfied no restriction is placed on the type of construction, material or field of application. Papers on theory, experiment, design, etc., are published and it is expected that many papers will contain aspects of all three.
期刊最新文献
Behavior of GFRP suction bucket in clay under ultimate limit state Ayrton-Perry approach for the lateral-torsional buckling resistance of mono-symmetric I-section beams Assessment of the effects of wind loading due to climate change on the reliability of steel pitched-roof portal frames Hydrodynamic characteristics of dual-layered thin-walled concentric segmented structures Size-dependent behaviour of in-plane bi-directional functionally graded porous microplates with variable thickness based on the modified strain gradient theory and IGA
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1