铝合金轮毂插片接头转动阻力特性的实验与数值研究

IF 6.4 1区 工程技术 Q1 ENGINEERING, CIVIL
Jinxing Feng , Zhenggang Cao , Xiao Hu , Yifan Ding , Feng Fan
{"title":"铝合金轮毂插片接头转动阻力特性的实验与数值研究","authors":"Jinxing Feng ,&nbsp;Zhenggang Cao ,&nbsp;Xiao Hu ,&nbsp;Yifan Ding ,&nbsp;Feng Fan","doi":"10.1016/j.engstruct.2025.121403","DOIUrl":null,"url":null,"abstract":"<div><div>Aluminum alloy insert hub (AAIH) joints provide a cost-effective and efficient solution for aluminum alloy space latticed structures composed of circular hollow section (CHS) members, utilizing mechanical meshing between serrations and matching slots. Three-point bending tests were conducted to investigate the rotational resistance behavior of AAIH joints. The failure modes along the major and minor axes were identified as local buckling on the compression side of the tube's transition zone and rigid rotation of the tubes around the hub, respectively. The <em>P</em>-<em>w</em> curves revealed that AAIH joints exhibit semi-rigid behavior and significant post-buckling capacity in the major axis direction, whereas behaving nearly as hinged connections in the minor axis direction. The <em>P</em>-<em>ε</em> curves indicated that large deformations were primarily concentrated in the tube's transition zone, with negligible axial force in the tubes during testing. Finite element (FE) models of AAIH joints were subsequently developed using the ANSYS and validated against experimental results in terms of deformation process, ultimate load, and <em>M</em>-<em>φ</em> curves. Furthermore, the <em>M</em>-<em>φ</em> curves of AAIH joints were obtained, and the deformation and stress distribution in the joint zone were analyzed via numerical simulation. Finally, the influence of two gap characteristics between the serrations and slots on the <em>M</em>-<em>φ</em> curves was further investigated.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"345 ","pages":"Article 121403"},"PeriodicalIF":6.4000,"publicationDate":"2025-09-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Experimental and numerical investigation on the rotational resistance behavior of aluminum alloy insert hub joints\",\"authors\":\"Jinxing Feng ,&nbsp;Zhenggang Cao ,&nbsp;Xiao Hu ,&nbsp;Yifan Ding ,&nbsp;Feng Fan\",\"doi\":\"10.1016/j.engstruct.2025.121403\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Aluminum alloy insert hub (AAIH) joints provide a cost-effective and efficient solution for aluminum alloy space latticed structures composed of circular hollow section (CHS) members, utilizing mechanical meshing between serrations and matching slots. Three-point bending tests were conducted to investigate the rotational resistance behavior of AAIH joints. The failure modes along the major and minor axes were identified as local buckling on the compression side of the tube's transition zone and rigid rotation of the tubes around the hub, respectively. The <em>P</em>-<em>w</em> curves revealed that AAIH joints exhibit semi-rigid behavior and significant post-buckling capacity in the major axis direction, whereas behaving nearly as hinged connections in the minor axis direction. The <em>P</em>-<em>ε</em> curves indicated that large deformations were primarily concentrated in the tube's transition zone, with negligible axial force in the tubes during testing. Finite element (FE) models of AAIH joints were subsequently developed using the ANSYS and validated against experimental results in terms of deformation process, ultimate load, and <em>M</em>-<em>φ</em> curves. Furthermore, the <em>M</em>-<em>φ</em> curves of AAIH joints were obtained, and the deformation and stress distribution in the joint zone were analyzed via numerical simulation. Finally, the influence of two gap characteristics between the serrations and slots on the <em>M</em>-<em>φ</em> curves was further investigated.</div></div>\",\"PeriodicalId\":11763,\"journal\":{\"name\":\"Engineering Structures\",\"volume\":\"345 \",\"pages\":\"Article 121403\"},\"PeriodicalIF\":6.4000,\"publicationDate\":\"2025-09-24\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Engineering Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0141029625017948\",\"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}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0141029625017948","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

摘要

铝合金插入式轮毂(AAIH)接头为由圆形空心截面(CHS)构件组成的铝合金空间网格结构提供了一种经济高效的解决方案,利用齿形和匹配槽之间的机械啮合。采用三点弯曲试验研究了AAIH节点的抗转动性能。在主轴和小轴上的破坏模式分别为过渡区受压侧的局部屈曲和管绕轮毂的刚性旋转。P-w曲线显示,AAIH节点在主轴方向上表现为半刚性行为和显著的后屈曲能力,而在小轴方向上表现为铰接连接。P-ε曲线表明,大变形主要集中在钢管的过渡区,试验过程中钢管的轴向力可以忽略不计。随后利用ANSYS建立了AAIH节点的有限元模型,并与实验结果进行了变形过程、极限载荷和M-φ曲线的验证。获得了AAIH节理的M-φ曲线,并通过数值模拟分析了节理区内的变形和应力分布。最后,进一步研究了齿槽两种间隙特性对M-φ曲线的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental and numerical investigation on the rotational resistance behavior of aluminum alloy insert hub joints
Aluminum alloy insert hub (AAIH) joints provide a cost-effective and efficient solution for aluminum alloy space latticed structures composed of circular hollow section (CHS) members, utilizing mechanical meshing between serrations and matching slots. Three-point bending tests were conducted to investigate the rotational resistance behavior of AAIH joints. The failure modes along the major and minor axes were identified as local buckling on the compression side of the tube's transition zone and rigid rotation of the tubes around the hub, respectively. The P-w curves revealed that AAIH joints exhibit semi-rigid behavior and significant post-buckling capacity in the major axis direction, whereas behaving nearly as hinged connections in the minor axis direction. The P-ε curves indicated that large deformations were primarily concentrated in the tube's transition zone, with negligible axial force in the tubes during testing. Finite element (FE) models of AAIH joints were subsequently developed using the ANSYS and validated against experimental results in terms of deformation process, ultimate load, and M-φ curves. Furthermore, the M-φ curves of AAIH joints were obtained, and the deformation and stress distribution in the joint zone were analyzed via numerical simulation. Finally, the influence of two gap characteristics between the serrations and slots on the M-φ curves was further investigated.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
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.
×
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
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
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 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术官方微信