I-girders with unstiffened slender webs subjected by bending and shear interaction

被引:17
|
作者
Jager, B. [1 ]
Kovesdi, B. [1 ]
Dunai, L. [1 ]
机构
[1] Budapest Univ Technol & Econ, Dept Struct Engn, Muegyet Rkp 3, H-1111 Budapest, Hungary
关键词
Bending and shear interaction; Longitudinally unstiffened girders; Slender web; Bending; Shear buckling; PLATE GIRDERS; INTERACTION BEHAVIOR;
D O I
10.1016/j.jcsr.2017.01.009
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Longitudinally unstiffened steel I-girders are commonly used structural elements in the engineering practice. Previous research results proved that the current design method of the EN1993-1-5 EN 1993-1-5 (2005) for M-V interaction check is not always on the safe side for longitudinally stiffened girders, however a systematic review of the M-V interaction behaviour for unstiffened girders was missing from the international literature. The aim of the current paper is to analyze the M-V interaction behaviour of longitudinally unstiffened I-girders with slender webs and to determine the applicability interval of the M-V interaction resistance model of the current EN1993-1-5 EN 1993-1-5 (2005). Based on the executed numerical investigation a refined M-V interaction equation is proposed to ensure safe design in the whole analyzed parameter range. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:176 / 188
页数:13
相关论文
共 50 条
  • [31] Experimental study on stainless steel plate girders subjected to bending and shear interaction
    Yuan, Huanxin
    Chen, Xiaowan
    Xiang, Hu
    Du, Xinxi
    Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2021, 54 (04): : 36 - 44
  • [32] NUMERICAL STUDY OF STRENGTHENED SLENDER I-GIRDERS WITH FIBER REINFORCED POLYMERS
    Cardoso, Hermano de Sousa
    Martins, João Pedro
    da Silva, Luis Simões
    Cimini, Carlos Alberto
    ce/papers, 2019, 3 (5-6) : 394 - 403
  • [33] Flexure-shear interaction in hybrid steel I-girders at ambient and elevated temperatures
    Ghadami, Abbas
    Broujerdian, Vahid
    ADVANCES IN STRUCTURAL ENGINEERING, 2019, 22 (06) : 1501 - 1516
  • [34] Cambering structural steel I-girders using cold bending
    Gergess, Antoine N.
    Sen, Rajan
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2008, 64 (04) : 407 - 417
  • [35] Influence of Transverse Bending Moment in the Flange of Corrugated I-Girders
    Balaz, I.
    Kolekova, Y.
    STEEL STRUCTURES AND BRIDGES 2012 - 23RD CZECH AND SLOVAK INTERNATIONAL CONFERENCE, 2012, 40 : 26 - 31
  • [36] Resistance of longitudinally stiffened I-girders subjected to concentrated loads
    Graciano, C
    Johansson, B
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2003, 59 (05) : 561 - 586
  • [37] Experimental research on I-girders subjected to eccentric patch loading
    Lucic, D
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2003, 59 (09) : 1147 - 1157
  • [38] Strength of I-Girders with Narrow Panels Subjected to Concentrated Loads
    Chacón, Rolando
    Fargier-Gabaldon, Luis B.
    Engineering Journal, 2023, 60 (04): : 189 - 196
  • [39] Strength of steel I-girders subjected to eccentric patch loading
    Graciano, Carlos
    Felipe Uribe-Henao, A.
    ENGINEERING STRUCTURES, 2014, 79 : 401 - 406
  • [40] Strength of I-Girders with Narrow Panels Subjected to Concentrated Loads
    Chacon, Rolando
    Fargier-Gabaldon, Luis B.
    ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION, 2023, 60 (04): : 189 - 196