Shear strength of steel-concrete-steel composite panels. Part I - testing and numerical modelling

被引：61
|
作者：
Clubley, SK
Moy, SSJ [1 ]
Xiao, RY
机构：
[1] Univ Southampton, Dept Civil & Environm Engn, Southampton SO17 1BJ, Hants, England
[2] Univ Coll Swansea, Dept Civil Engn, Swansea, W Glam, Wales
来源：
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 2003年 / 59卷 / 06期
关键词：
bi-steel; double skin construction; shear testing; finite element analysis;
D O I：
10.1016/S0143-974X(02)00061-5
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Bi-Steel(TM) is a system of double skin steel-concrete-steel construction. Units comprise of steel plates connected by an array of transverse friction welded shear connectors and filled with concrete. The experimental and numerical analysis of the shear strength of each friction weld subject to push out load is discussed in this paper. Finite element analysis using nonlinear discrete element models has been used to examine the local behaviour of concrete filled panels. Results from finite element analysis have been compared with experimental data for accuracy and behaviour trends. Conclusions drawn indicate the presence of several possible failure modes in the shear connection. (C) 2002 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码：781 / 794
页数：14
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