Behavior of Through Beam Connections Composed of CFSST Columns and Steel Beams by Finite Element Studying

被引：117

作者：

Khanouki, M. M. Arabnejad ^{[1
]}

Ramli-Sulong, N. H. ^{[1
]}

Shariati, Mahdi ^{[1
]}

机构：

[1] Univ Malaya, Dept Civil Engn, Kuala Lumpur 50603, Malaysia

来源：

ADVANCES IN BUILDING MATERIALS, PTS 1-3 | 2011年 / 168-170卷

关键词：

Through Beam Connections; CFSST; Finite Element; ABAQUS;

D O I：

10.4028/www.scientific.net/AMR.168-170.2329

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Recent studies show that a through beam connections composed of concrete filled square steel tubular column and steel beam have been identified as an ideal rigid connection. In this paper a 3-D nonlinear finite element models were conducted for CFSST column and steel beam connection under monotonic load using ABAQUS software. Each model includes a CFSST column and single steel beam passing through the column. The main scopes are to identify the modes of beam failure and joint shear failure. In addition the effect of an extra shear plate welded to beam web inside the column was investigated. This result can be used for designing of through beam connection.

引用

页码：2329 / 2333

页数：5

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