{"title":"Monitoring Fatigue Crack Initiation and Propagation Using Changes in Weld Residual Stress","authors":"Naoki Matsumoto, Toshiyuki Ishikawa","doi":"10.1007/s13296-025-00943-x","DOIUrl":null,"url":null,"abstract":"<div><p>This study evaluated on the strain caused by the release of residual stress induced by welding as a fatigue crack initiates and propagates. The change in the strain in the unloading condition owing to fatigue crack initiation and propagation was confirmed by fatigue tests conducted on box-type specimens with vertical stiffeners and out-of-plane gusset welded-joint specimens. Next, a strain monitoring system employing small IoT datalogging equipment was demonstrated by detecting the change in strain owing to crack propagation during a fatigue test. Finally, the weld residual stress in the out-of-plane gusset welded-joint specimen was reproduced using a finite element analysis to confirm that the residual strain at the weld toe changed owing to the propagation of a fatigue crack.</p></div>","PeriodicalId":596,"journal":{"name":"International Journal of Steel Structures","volume":"25 2","pages":"581 - 589"},"PeriodicalIF":1.1000,"publicationDate":"2025-03-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Steel Structures","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s13296-025-00943-x","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0
Abstract
This study evaluated on the strain caused by the release of residual stress induced by welding as a fatigue crack initiates and propagates. The change in the strain in the unloading condition owing to fatigue crack initiation and propagation was confirmed by fatigue tests conducted on box-type specimens with vertical stiffeners and out-of-plane gusset welded-joint specimens. Next, a strain monitoring system employing small IoT datalogging equipment was demonstrated by detecting the change in strain owing to crack propagation during a fatigue test. Finally, the weld residual stress in the out-of-plane gusset welded-joint specimen was reproduced using a finite element analysis to confirm that the residual strain at the weld toe changed owing to the propagation of a fatigue crack.
期刊介绍:
The International Journal of Steel Structures provides an international forum for a broad classification of technical papers in steel structural research and its applications. The journal aims to reach not only researchers, but also practicing engineers. Coverage encompasses such topics as stability, fatigue, non-linear behavior, dynamics, reliability, fire, design codes, computer-aided analysis and design, optimization, expert systems, connections, fabrications, maintenance, bridges, off-shore structures, jetties, stadiums, transmission towers, marine vessels, storage tanks, pressure vessels, aerospace, and pipelines and more.