Investigation into mechanical properties of heat-affected zones in high strength S690 steel welded sections

被引:0
|
作者
Jin, H. [1 ,2 ]
Zhu, M. F. [1 ,2 ]
Wang, Y. C. [1 ,2 ]
Hu, Y. F. [1 ,2 ]
Ho, H. C. [1 ,2 ]
Chung, K. F. [1 ,2 ]
Nethercot, D. A. [3 ]
Wang, Y. H. [4 ]
Liu, H. L. [4 ]
Xie, G. [4 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R China
[2] Hong Kong Polytech Univ, Chinese Natl Engn Res Ctr Steel Construct, Hong Kong Branch, Hong Kong, Peoples R China
[3] Imperial Coll London, Dept Civil & Environm Engn, London, England
[4] China Rd & Bridge Corp Hong Kong & Macau, Hong Kong, Peoples R China
关键词
High strength steel welded sections; Changes in mechanical properties; Numerical simulation of welded sections;
D O I
10.1016/j.engstruct.2025.119962
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Over the past two decades, many experimental investigations reported about significant reductions in the mechanical properties of high strength S690 steel after welding. In general, under a heating and cooling cycle induced by welding, the high strength steels are heated up rapidly, and then cooled down gradually. Depending on heat input energy during welding and plate thicknesses, phase transformation, recrystallization, and grain growth may take place within the heat affected zones of the welded sections. It is essential to quantify any reduction to the mechanical properties of the heat affected zones in the welded sections in order to predict their structural behaviour. A series of experimental and numerical investigations into the effects of multi-pass welding onto the mechanical properties of typical welded sections of the high strength S690 steel is presented in this paper. Through a physical welding simulation for a wide range of heat treatment onto a total of 48 steel coupons, the effects of phase transformations onto the mechanical properties of the steel were quantified in terms of modified stress-strain curves within specific ranges of critical temperatures Tcr, when compared with those of the base metal, obtained from tensile tests. Heat transfer analyses of welding were then performed to identify specific regions, i.e. critically transformed regions CTR, within the heat affected zones which had experienced Tcr, and hence, had undergone phase transformation, leading to reduced mechanical properties. Structural models with these CTRs and their corresponding mechanical properties are found to be able to predict the deformation characteristics of the welded sections with a high level of accuracy, when compared with test data.
引用
收藏
页数:15
相关论文
共 50 条
  • [1] Mechanical properties of high strength S690 steel welded sections through tensile tests on heat-treated coupons
    Ho, Ho-Cheung
    Chung, Kwok-Fai
    Huang, Ming-Xin
    Nethercot, David A.
    Liu, Xiao
    Jin, Gao
    Wang, Guo-Dong
    Tian, Zhi-Hong
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2020, 166
  • [2] Cleavage fracture micromechanisms in simulated heat affected zones of S690 high strength steels
    Bertolo, V.
    Jiang, Q.
    Sanchez, M. Terol
    Riemslag, T.
    Walters, C. L.
    Sietsma, J.
    Popovich, V.
    MATERIALS SCIENCE AND ENGINEERING A-STRUCTURAL MATERIALS PROPERTIES MICROSTRUCTURE AND PROCESSING, 2023, 868
  • [3] LOW CYCLE HIGH STRAIN CYCLIC TESTS ON STEEL COUPONS OF HIGH STRENGTH S690 STEEL WELDED SECTIONS
    Chung, K. F.
    Ho, H. C.
    Liu, X.
    Xiao, M.
    STEEL AND ALUMINIUM STRUCTURES, 2016,
  • [4] Dependence of mechanical properties of high strength steel S690 on elevated temperatures
    Qiang, Xuhong
    Bijlaard, Frans
    Kolstein, Henk
    CONSTRUCTION AND BUILDING MATERIALS, 2012, 30 : 73 - 79
  • [5] Investigations into mechanical properties of 50 and 70 mm thick high strength S690 butt-welded sections
    Jin, H.
    Zhu, M. F.
    Hu, Y. F.
    Ho, H. C.
    Chung, K. F.
    Nethercot, D. A.
    Wang, Y. H.
    Liu, H. L.
    Xie, G.
    ENGINEERING STRUCTURES, 2024, 314
  • [6] Thermomechanical simulation of the heat-affected zones in welded ultra-high strength steels: Microstructure and mechanical properties
    Afkhami, Shahriar
    Javaheri, Vahid
    Amraei, Mohsen
    Skriko, Tuomas
    Piili, Heidi
    Zhao, Xiao-Ling
    Bjork, Timo
    MATERIALS & DESIGN, 2022, 213
  • [7] Experimental and numerical investigation into temperature histories and residual stress distributions of high strength steel S690 welded H-sections
    Liu, Xiao
    Chung, Kwok-Fai
    ENGINEERING STRUCTURES, 2018, 165 : 396 - 411
  • [8] Experimental investigation and predictive models of membrane residual stresses in S690 high strength steel welded n-shaped and cruciform sections
    Chen, Qianzhi
    Zhang, Lulu
    Zhao, Ou
    Chen, Man -Tai
    ENGINEERING STRUCTURES, 2024, 303
  • [9] Structural response of high strength S690 welded sections under cyclic loading conditions
    Ho, H. C.
    Guo, Y. B.
    Xiao, M.
    Xiao, T. Y.
    Jin, H.
    Yam, M. C. H.
    Chung, K. F.
    Elghazouli, A. Y.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2021, 182
  • [10] Mechanical behavior of high strength S690-QT steel welded sections with various heat input energy
    Liu, Xiao
    Chung, Kwok-Fai
    Ho, Ho-Cheung
    Xiao, Meng
    Hou, Zhao-Xin
    Nethercot, David A.
    ENGINEERING STRUCTURES, 2018, 175 : 245 - 256