Behaviour of short and slender concrete-filled stainless steel tubular columns

被引：348
|
作者：
Uy, Brian [1 ]
Tao, Zhong [1 ,2 ]
Han, Lin-Hai [3 ]
机构：
[1] Univ Western Sydney, Sch Engn, Penrith, NSW 1797, Australia
[2] Fuzhou Univ, Coll Civil Engn, Fuzhou 350108, Fujian Province, Peoples R China
[3] Tsinghua Univ, Dept Civil Engn, Beijing 100084, Peoples R China
来源：
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 2011年 / 67卷 / 03期
基金：
澳大利亚研究理事会;
关键词：
Concrete-filled steel tubes; Stainless steel; Short columns; Slender columns; Axial compression; Eccentric loading; Strength; Design; STRENGTH; DESIGN; DUCTILITY; MODEL;
D O I：
10.1016/j.jcsr.2010.10.004
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In this paper, a series of tests were carried out on short and slender concrete-filled stainless steel tubular columns to explore their performance under axial compression or combined actions of axial force and bending moment. Empty short steel hollow sections were also tested for comparison. The test results showed that the performance of the composite columns was quite good and have the potential to be used extensively as structural members. Comparisons of the test results were also made with several existing design methods for conventional concrete-filled carbon steel tubular columns as presented in Australian standard AS 5100 (2004). American code AISC (2005), Chinese code DBJ/T 13-51-2010 (2010), and Eurocode 4 (2004), which indicates that all the codes are somewhat conservative in predicting the load-carrying capacities of both short and slender columns. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码：360 / 378
页数：19
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