INFLUENCE OF FLANGE AND WEB ON LOCAL BUCKLING OF I SECTIONS UNDER BENDING

被引：0

作者：

Wilkinson, T. ^{[1
]}

Robinson, J. ^{[1
]}

Kugendran, A. ^{[1
]}

机构：

[1] Univ Sydney, Sch Civil Engn, Sydney, NSW 2006, Australia

来源：

STEEL AND ALUMINIUM STRUCTURES | 2016年

关键词：

Bending; local buckling; slenderness limits; momentcapacity; structural steel; finite element analysis; ROTATION CAPACITY; COLUMNS; STEEL;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Steel sections are usually classified as compact or slender according to their bending moment capacity relative to the plastic or yield moment. This is primarily done by considering the element slenderness (bit) of the flange and the web against established limits. This paper reports on the results of finite element simulation of local buckling to assess the level of interaction between the flange and web when examining these limits. The results suggested that the impact of the web slenderness on the behaviour is minimal, and it is hypothesized that even beams with extremely slender webs can reach almost the full plastic moment due to the very small contribution a thin web makes to the moment capacity.

引用

页数：13

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