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
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