Influence of cooling rate on tensile behaviour of S690Q high strength steel butt joint

被引:10
|
作者
Chen, Cheng [1 ]
Chiew, Sing-Ping [2 ]
Zhao, Ming-Shan [2 ]
Lee, Chi-King [3 ]
Fung, Tat-Ching [4 ]
机构
[1] Southwest Petr Univ, Sch Civil Engn & Geomat, Chengdu, Peoples R China
[2] Singapore Inst Technol, Singapore, Singapore
[3] Univ New South Wales, Sch Engn & Informat Technol, Canberra, ACT, Australia
[4] Nanyang Technol Univ, Sch Civil & Environm Engn, Singapore, Singapore
关键词
High strength steel; Welded butt joint; Heat-affected zone; Cooling rate; HEAT-AFFECTED ZONE; RESIDUAL-STRESS; PHASE-TRANSFORMATION; MECHANICAL-BEHAVIOR; FATIGUE LIFE; MICROSTRUCTURE; INPUT; WELDS;
D O I
10.1016/j.jcsr.2020.106258
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Systematic experimental and numerical investigations were conducted in this study to quantify the impact of cooling rate of the Heat Affected Zone (HAZ) on the post-weld strengths of S690Q High Strength Steel (HSS) butt joint. Five butt joints were fabricated by using 8,12 and 16 mm HSS plates with different welding heat inputs and cooling times. Direct tensile tests were conducted to obtain their failure modes and stress strain curves. Based on the test data, a new finite element modelling approach which considers the influence of peak temperature and cooling rate on the material property of HAZ was proposed. After validated with experimental results, the proposed approach was then employed to conduct a parametric study to examine the effects of cooling rate on the joint's post-weld strengths. Parametric study results showed that the strengths of the joints were adversely affected as the cooling time increased. Furthermore, when compared with the ultimate tensile strength, the yield strength deterioration was more seriously affected by a long cooling rate. (c) 2020 Elsevier Ltd. All rights reserved.
引用
收藏
页数:18
相关论文
共 50 条
  • [21] A reexamination of high strength steel Q690 plasticity model
    Wang, Yuanzuo
    Wang, Yanbo
    Li, Guoqiang
    Lyu, Yifan
    STABILITY AND DUCTILITY OF STEEL STRUCTURES 2019, 2019, : 1260 - 1268
  • [22] Tensile behaviour of S690QL and S960QL under high strain rate
    Alabi, A. A.
    Moore, P. L.
    Wrobel, L. C.
    Campbell, J. C.
    He, W.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2018, 150 : 570 - 580
  • [23] Modelling tensile tests on high strength S690 steel materials undergoing large deformations
    Ho, H. C.
    Chung, K. F.
    Liu, X.
    Xiao, M.
    Nethercot, D. A.
    ENGINEERING STRUCTURES, 2019, 192 : 305 - 322
  • [24] Study on fatigue crack growth behaviour of Q690D high strength steel with corrosion damage
    Guan, Xiaodi
    Guo, Hongchao
    Li, Guoqiang
    Wang, Yanbo
    Pan, Yuhan
    ENGINEERING FAILURE ANALYSIS, 2025, 174
  • [25] Q690 high strength steel T-stub tensile behavior: Experimental research and theoretical analysis
    Guo, Hongchao
    Liang, Gang
    Li, YanLong
    Liu, Yunhe
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2017, 139 : 473 - 483
  • [26] Corrosion fatigue behaviour of Q690D high-strength steel considering the effect of coupling
    Liu, Heng
    Zan, Caiwang
    Zong, Liang
    INTERNATIONAL JOURNAL OF FATIGUE, 2024, 183
  • [27] Influence of cooling rate on microstructure and properties of high strength steel weld metal
    Keehan, E.
    Zachrisson, J.
    Karlsson, L.
    SCIENCE AND TECHNOLOGY OF WELDING AND JOINING, 2010, 15 (03) : 233 - 238
  • [28] Effect of pre-fatigue on impact tensile properties of laser welded butt joint of high strength steel plates
    Suzuki Motor Co., Takatsuka-cho, Hamamatsu, 432-8611
    不详
    不详
    Zairyo, 2006, 9 (824-830):
  • [29] Experimental study on mechanical properties of Q690D high strength steel during the cooling stage of fire
    Wang, Mengjie
    Lou, Guobiao
    Li, Guoqiang
    Jiang, Binhui
    FIRE SAFETY JOURNAL, 2022, 132
  • [30] Experimental-Numerical Study of Tensile Strength of the High-Strength Steel S690QL at Elevated Temperatures
    D. Arsić
    M. Djordjević
    J. Zivković
    A. Sedmak
    S. Aleksandrović
    V. Lazić
    D. Rakić
    Strength of Materials, 2016, 48 : 687 - 695