Component method in the strength evaluation of cold-formed steel joints

被引：3

作者：

Bucmys, Zilvinas ^{[1
]}

Daniunas, Alfonsas ^{[1
]}

机构：

[1] Vilnius Gediminas Tech Univ, Fac Civil Engn, Dept Steel & Timber Struct, Sauletekio Ave 11, LT-10223 Vilnius, Lithuania

来源：

MODERN BUILDING MATERIALS, STRUCTURES AND TECHNIQUES | 2017年 / 172卷

关键词：

Cold-formed steel joints; beam-to-column joints; moment resistance of joint; BOLTED MOMENT CONNECTIONS; COLUMN SUB-FRAMES; BEHAVIOR;

D O I：

10.1016/j.proeng.2017.02.036

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Nowadays, there is a growing tendency in the use of cold formed constructions, which may be explained by good strength to cost ratio. Thus, the goal of this paper is to investigate the strength of cold-formed steel beam-to-column bolted gusset-plate joints. In the paper the model of moment resistance of such joints based on the component method is presented. The calculation of resistance of steel components is based on EN 1993-1-8 and EN 1993-1-1. Two types of gusset plates are investigated: I-shape and T-shape. The developed model is well in line with the full-scale experimental results. (C) 2016 The Authors. Published by Elsevier Ltd.

引用

页码：143 / 148

页数：6

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