Experimental study on LTB behaviour and residual stresses of welded I-section members

被引:0
|
作者
Schaper, L. [1 ]
Winkler, R. [1 ]
Joerg, F. [2 ]
Kuhlmann, U. [3 ]
Knobloch, M. [1 ]
机构
[1] Ruhr Univ Bochum, Steel Lightweight & Composite Struct, Bochum, Germany
[2] Univ Stuttgart, Inst Struct Design, Stuttgart, Germany
[3] Univ Stuttgart, Inst Struct Design, Steel Timber & Composite Construct, Stuttgart, Germany
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents an experimental study on the lateral torsional buckling behaviour of members with doubly and mono-symmetric welded I-sections. The experimental study comprised not only member buckling tests but also residual stress measurements. The results of the structured member tests are used to assess simplified European design methods. A comparative study confirms that these methods lead to conservative results and should be amended to consider the effects of residual stresses more thoroughly.
引用
收藏
页码:972 / 980
页数:9
相关论文
共 50 条
  • [31] Experimental Study of Lateral-torsional Buckling Behavior of Stainless Steel Welded I-section Beams
    Wang, Yuanqing
    Yang, Lu
    Gao, Bo
    Shi, Yongjiu
    Yuan, Huanxin
    INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2014, 14 (02) : 411 - 420
  • [32] COMPRESSION TESTS OF LONG WELDED I-SECTION COLUMNS
    DAVIDS, AJ
    HANCOCK, GJ
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1986, 112 (10): : 2281 - 2297
  • [33] Optimization of a welded I-section frame with size limitations
    Timar, I.
    Horvath, P.
    Borbély, T.
    METAL STRUCTURES: DESIGN, FABRICATION, ECONOMY, 2003, : 183 - 188
  • [34] Membrane residual stresses and local buckling of S960 ultra-high strength steel welded I-section stub columns
    Su, Andi
    Sun, Yao
    Liang, Yating
    Zhao, Ou
    THIN-WALLED STRUCTURES, 2021, 161
  • [35] Local-overall interactive buckling behaviour of welded stainless steel I-section columns
    Yuan, H. X.
    Wang, Y. Q.
    Gardner, L.
    Du, X. X.
    Shi, Y. J.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2015, 111 : 75 - 87
  • [36] Buckling of stainless steel welded I-section columns
    Tuezney, Stijn
    Lauwens, Kathleen
    Afshan, Sheida
    Rossi, Barbara
    ENGINEERING STRUCTURES, 2021, 236
  • [37] Shear Strength of Unstiffened Steel I-Section Members
    Daley, Aaron J.
    Davis, D. Brad
    White, Donald W.
    JOURNAL OF STRUCTURAL ENGINEERING, 2017, 143 (03)
  • [38] Experimental study on local buckling of 800 MPa HSS welded I-section columns under axial compression
    Cao, Xianlei
    Zhao, Geng
    Kong, Zhengyi
    Shen, Hao
    Cheng, Chao
    Chen, Zongping
    Kim, Seung-Eock
    THIN-WALLED STRUCTURES, 2020, 155
  • [39] Experimental and numerical study of laser-welded stainless steel slender I-section beam-columns
    Ran, Hongdong
    Chen, Zhanpeng
    Ma, Yunmei
    OBrien, Eugene
    Sun, Yao
    ENGINEERING STRUCTURES, 2023, 286
  • [40] Experimental and numerical studies on cyclic behaviour of superior high-performance steel welded I-section beam-column
    Yang, Xiaofeng
    Ban, Huiyong
    Yang, Quanming
    Shi, Yongjiu
    Ma, Longteng
    Journal of Constructional Steel Research, 2021, 184