High-strength steel fillet welded connections

被引：16

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

页码：77 / 84

页数：8

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