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Tests on stub stainless steel-concrete-carbon steel double-skin tubular (DST) columns
被引:184
|作者:
Han, Lin-Hai
[1
]
Ren, Qing-Xin
[1
]
Li, Wei
[1
]
机构:
[1] Tsinghua Univ, China Educ Minist, Dept Civil Engn, Key Lab Civil Engn Safety & Durabil, Beijing 100084, Peoples R China
基金:
中国国家自然科学基金;
关键词:
Concrete-filled steel tube (CFST);
Double-skin tube (DST);
Stainless steel;
Inclined column;
Tapered column;
Round-end rectangular section;
Elliptical section;
Cross-sectional strength;
DESIGN;
D O I:
10.1016/j.jcsr.2010.09.010
中图分类号:
TU [建筑科学];
学科分类号:
0813 ;
摘要:
A new type of composite member, a stainless steel-concrete-carbon steel double-skin tubular (DST) column, is introduced in this paper. This composite member is expected to combine the advantages of all three types of materials, and have additional advantages of esthetics and resistance to corrosion that outer stainless steel offers. A series of tests are performed to investigate the performance of the composite column, and a total of 80 specimens were tested. The main parameters of the tests are the sectional type (circular, square, round-end rectangular and elliptical), the column type (straight, inclined and tapered), and the hollow ratio of the composite section (from 0.5 to 0.75). The results show that all types of columns behaved in a ductile manner, and the mechanical behavior is similar to those columns with double carbon steel tubes. A simplified model for the prediction of the stainless steel-concrete-carbon steel double-skin tubular (DST) columns cross-sectional strengths is suggested as well. (C) 2010 Elsevier Ltd. All rights reserved.
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页码:437 / 452
页数:16
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