Parametric study of cold formed steel joints using the component method

被引：0
|
作者：
Nagy, Zs [1 ]
Dezo, A. [1 ]
Muresan, A. A. [2 ]
机构：
[1] Tech Univ Cluj Napoca, Dept Engn Struct, Cluj Napoca, Romania
[2] Gordias SRL, Cluj Napoca, Romania
来源：
ADVANCES IN ENGINEERING MATERIALS, STRUCTURES AND SYSTEMS: INNOVATIONS, MECHANICS AND APPLICATIONS | 2019年
关键词：
BOLTED MOMENT-CONNECTIONS; STRUCTURAL BEHAVIOR; STRENGTH;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In previous studies, two types of joints formed by back-to-back cold-formed C profiles as beam and SHS profile as column were investigated experimentally by subjecting them to monotonic and cyclic loads. Using the experimental data, the Finite Element (FE) models of the proposed joint configurations were calibrated. The two joint typology performance was then evaluated analytically with the component method following EN 1993-1-8 assisted by the calibrated FE models. The paper presents a parametric study of the joint's performance using component method with the purpose to assess its mechanical behavior for different thicknesses and materials of the cold-formed C profiles.
引用
收藏
页码：1089 / 1094
页数：6
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