High-strength steel fillet welded connections

被引：15
|
作者：
Kuhlmann, Ulrike [1 ]
Guenther, Hans-Peter [1 ]
Rasche, Christina [1 ]
机构：
[1] Univ Stuttgart, Inst Struct Design, Pfaffenwaldring 7, D-70569 Stuttgart, Germany
来源：
STEEL CONSTRUCTION-DESIGN AND RESEARCH | 2008年 / 1卷 / 01期
关键词：
High-strength steel; fillet welded connections; load-displacement diagram; lap joints; cruciform joints; butt joints;
D O I：
10.1002/stco.200890013
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper presents the results of a research project analysing the strength and ductility of welded high-strength steel connections. Existing design rules according to Eurocode 3 are introduced and discussed showing that these rules are inadequate for high-strength steel connections for various reasons. Quasi-static strength tests on fillet welded connections together with numerical simulations are presented. Based on these tests, recommendations for updating the rules of Eurocode 3 are suggested.
引用
收藏
页码：77 / 84
页数：8
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