A reexamination of high strength steel Q690 plasticity model

被引:0
|
作者
Wang, Yuanzuo [1 ]
Wang, Yanbo [1 ]
Li, Guoqiang [1 ]
Lyu, Yifan [1 ]
机构
[1] Tongji Univ, Shanghai, Peoples R China
来源
STABILITY AND DUCTILITY OF STEEL STRUCTURES 2019 | 2019年
关键词
High strength steel; Yield criterion; Stress triaxiality; Lode angle; PRESSURE; TEMPERATURE; DEPENDENCE; BEHAVIOR; STRESS;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The most generally used yield criterion of typical metals, the von Mises yield criterion, shows that the effects of stress triaxiality and Lode angle on the steel plasticity model are negligible. However, recently numerous experimental researches have shown that the influence of the stress triaxiality and Lode angle on the plasticity model of some typical metals should be considered. In the present paper, experiments and finite element analyses are carried out to evaluate the effect of stress triaxiality and Lode angle on the plastic behavior of Chinese high strength steel (HSS) Q690, and the application of von Mises yield criterion of the is reexamined. Results demonstrate that an appropriate yield criterion of HSS Q690 should consider effects of the Lode angle and the influence of stress triaxiality is negligible. Based on experimental and numerical results, a new yield function of HSS is proposed, to essentially simulate the experimental results.
引用
收藏
页码:1260 / 1268
页数:9
相关论文
共 50 条
  • [1] Experimental and modelling study of cyclic plasticity of high strength steel Q690
    He, Qun
    Yam, Michael C. H.
    Xie, Zhiyang
    Ho, H. C.
    Chung, Kwok-Fai
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2022, 196
  • [2] Cyclic loading test and consitutive model of postfire high strength Q690 steel
    Hu W.-Y.
    Yu Y.-J.
    Tian P.-F.
    Nie X.-Z.
    Ding F.-X.
    Yu Z.-W.
    Gongcheng Lixue/Engineering Mechanics, 2022, 39 (03): : 84 - 95
  • [3] Experimental study on fire resistance of high strength Q690 steel columns
    Wang W.
    Zhang L.
    Li G.
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2019, 40 (08): : 155 - 162
  • [4] Mechanical Properties of High-Strength Q690 Steel at Elevated Temperature
    Wang, Weiyong
    Wang, Kang
    Kodur, Venkatesh
    Wang, Bin
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2018, 30 (05)
  • [5] Study on seismic behavior of Q690 high strength steel plate reinforced joints
    Guo H.
    Zhou X.
    Li Y.
    Mao K.
    Liang G.
    Liu Y.
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2021, 42 (06): : 128 - 138
  • [6] Experimental Research on Fatigue Performance of Corroded Q690 High-Strength Steel
    Guo, Hongchao
    Wei, Huanhuan
    Li, Guoqiang
    Wang, Yanbo
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2021, 33 (11)
  • [7] Post-fire mechanical properties of high strength Q690 structural steel
    Li, Guo-Qiang
    Lyu, Huibao
    Zhang, Chao
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2017, 132 : 108 - 116
  • [8] Mechanical properties of TMCP Q690 high strength structural steel at elevated temperatures
    Li, Guo-Qiang
    Song, Lin-Xin
    FIRE SAFETY JOURNAL, 2020, 116
  • [9] Hysteretic model of Q690 high-strength steel beam-columns considering cyclic deterioration
    Hai, Le-Tian
    Li, Guo-Qiang
    Wang, Yan-Bo
    Cai, Wen-Yu
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2020, 172
  • [10] Post-fire mechanical properties and constitutive model of Q690 high-strength structural steel
    Li, Wenchao
    Ge, Botao
    Li, Zepeng
    Xing, Guohua
    Jing, Yuan
    ENGINEERING FAILURE ANALYSIS, 2024, 160