Ultimate strength of longitudinally stiffened I-girder webs subjected to combined patch loading and bending

被引:34
作者
Graciano, C [1 ]
Casanova, E [1 ]
机构
[1] Univ Simon Bolivar, Dept Mecan, Caracas 1080A, Venezuela
关键词
plate-girder; patch loading; concentrated load; bending; longitudinal stiffeners; ultimate resistance; finite element analysis;
D O I
10.1016/j.jcsr.2004.07.006
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A numerical study is performed to investigate the ultimate strength of I-girder webs subjected to the combined action of patch loading and bending moment. The study was conducted by means of nonlinear finite element analysis. Initial geometrical imperfections, plastic material behaviour and large deflection effects were considered in the model. The finite element model was validated against experimental results taken from the literature. A parametric study was carried out in order to investigate the influence of the magnitude of the bending moment and the relative location of the stiffener on the ultimate strength to patch loading. Furthermore, diagrams showing the interaction between the aforementioned parameters are presented. (C) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码:93 / 111
页数:19
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