Crack propagation simulations in steel welded joints for off-road vehicles

Venanzio Giannella , Alberto Campagnolo , Roberto Citarella , Giovanni Meneghetti
{"title":"Crack propagation simulations in steel welded joints for off-road vehicles","authors":"Venanzio Giannella ,&nbsp;Alberto Campagnolo ,&nbsp;Roberto Citarella ,&nbsp;Giovanni Meneghetti","doi":"10.1016/j.prostr.2024.11.056","DOIUrl":null,"url":null,"abstract":"<div><div>In a previous study, steel welded joints used in off-road vehicles and consisting of a pipe inserted into a plate through four intermittent fillet welds, were subjected to uniaxial fatigue testing. Two different joint configurations were examined: one with welds aligned (longitudinal joints) and the other with welds perpendicular (transverse joints) to the loading direction. The Peak Stress Method (PSM) was applied to estimate (i) the location where cracks would initiate and (ii) the fatigue life of the joints. The PSM correctly identified the crack initiation points, in agreement with the experimental observations. However, for the transverse joints, the experimental fatigue life was significantly longer than that predicted by PSM; this was attributed to the exceptionally long crack propagation phase that is inherently excluded by the PSM approach. On the other hand, the PSM provided an accurate estimation of the fatigue life for the longitudinal joints, for which the crack propagation phase was considerably shorter. To investigate such behaviour in more detail, crack propagation simulations have been performed in the present work using Abaqus® as FEM solver and FRANC3D® as pre- and post-processor. The fatigue crack propagation has been simulated for both joint geometries starting from a semi-circular pre-crack with depth <em>ai</em> = 0.1 mm and located at the experimental crack initiation location, up to final failure. The comparison of the trends of the crack driving force <em><span>Ki</span></em> as a function of the crack length <em>a</em> has allowed to justify the different crack propagation behaviour of longitudinal and transverse joints.</div></div>","PeriodicalId":20518,"journal":{"name":"Procedia Structural Integrity","volume":"66 ","pages":"Pages 71-81"},"PeriodicalIF":0.0000,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Procedia Structural Integrity","FirstCategoryId":"1085","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2452321624011107","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

In a previous study, steel welded joints used in off-road vehicles and consisting of a pipe inserted into a plate through four intermittent fillet welds, were subjected to uniaxial fatigue testing. Two different joint configurations were examined: one with welds aligned (longitudinal joints) and the other with welds perpendicular (transverse joints) to the loading direction. The Peak Stress Method (PSM) was applied to estimate (i) the location where cracks would initiate and (ii) the fatigue life of the joints. The PSM correctly identified the crack initiation points, in agreement with the experimental observations. However, for the transverse joints, the experimental fatigue life was significantly longer than that predicted by PSM; this was attributed to the exceptionally long crack propagation phase that is inherently excluded by the PSM approach. On the other hand, the PSM provided an accurate estimation of the fatigue life for the longitudinal joints, for which the crack propagation phase was considerably shorter. To investigate such behaviour in more detail, crack propagation simulations have been performed in the present work using Abaqus® as FEM solver and FRANC3D® as pre- and post-processor. The fatigue crack propagation has been simulated for both joint geometries starting from a semi-circular pre-crack with depth ai = 0.1 mm and located at the experimental crack initiation location, up to final failure. The comparison of the trends of the crack driving force Ki as a function of the crack length a has allowed to justify the different crack propagation behaviour of longitudinal and transverse joints.
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
CiteScore
1.70
自引率
0.00%
发文量
0
期刊最新文献
Editorial Editorial Preface Editorial Preface
×
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