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.
求助全文
约1分钟内获得全文 求助全文
来源期刊
CiteScore
1.70
自引率
0.00%
发文量
0
×
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:481959085
Book学术官方微信