{"title":"Experimental study on crack propagation characteristics of welded high-strength steel Q690CFD joints","authors":"Jin Jiang , W. Bao , Y. Yu , W.Y. Wang","doi":"10.1016/j.jcsr.2024.109177","DOIUrl":null,"url":null,"abstract":"<div><div>High-strength steel typically refers to steel with a yield strength greater than or equal to 460 MPa. The heterogeneity caused by welding could impact the mechanical properties base material, weld metal and heat-affected zone. In this study, the welding sequence and crack propagation characteristics of welded high-strength steel joints were experimentally analyzed. It is found that the distribution of residual stresses in both the transverse and longitudinal directions exhibit highly nonlinear characteristics. The magnitude of longitudinal residual stresses can exceed 60 % of the nominal yield stress and the magnitude of transverse residual stresses can exceed 50 % of the nominal yield stress in the regions adjacent to the weld. In the early stage of crack propagation, the crack propagation rate in the HAZ and WM regions is significantly faster than in the base metal. The main differences in crack propagation between the base metal, weld metal, and HAZ occur in the initial and final stages of crack growth. In the stable crack propagation stage, there are no significant differences for the base metal, weld metal, and HAZ. Finally, a normalized crack growth prediction model was proposed with validated accuracy.</div></div>","PeriodicalId":15557,"journal":{"name":"Journal of Constructional Steel Research","volume":"225 ","pages":"Article 109177"},"PeriodicalIF":4.0000,"publicationDate":"2024-11-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Constructional Steel Research","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0143974X24007272","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0
Abstract
High-strength steel typically refers to steel with a yield strength greater than or equal to 460 MPa. The heterogeneity caused by welding could impact the mechanical properties base material, weld metal and heat-affected zone. In this study, the welding sequence and crack propagation characteristics of welded high-strength steel joints were experimentally analyzed. It is found that the distribution of residual stresses in both the transverse and longitudinal directions exhibit highly nonlinear characteristics. The magnitude of longitudinal residual stresses can exceed 60 % of the nominal yield stress and the magnitude of transverse residual stresses can exceed 50 % of the nominal yield stress in the regions adjacent to the weld. In the early stage of crack propagation, the crack propagation rate in the HAZ and WM regions is significantly faster than in the base metal. The main differences in crack propagation between the base metal, weld metal, and HAZ occur in the initial and final stages of crack growth. In the stable crack propagation stage, there are no significant differences for the base metal, weld metal, and HAZ. Finally, a normalized crack growth prediction model was proposed with validated accuracy.
期刊介绍:
The Journal of Constructional Steel Research provides an international forum for the presentation and discussion of the latest developments in structural steel research and their applications. It is aimed not only at researchers but also at those likely to be most affected by research results, i.e. designers and fabricators. Original papers of a high standard dealing with all aspects of steel research including theoretical and experimental research on elements, assemblages, connection and material properties are considered for publication.