Performance of concrete-filled thin-walled steel tubes under pure torsion

被引:1238
作者
Han, Lin-Hai [1 ]
Yao, Guo-Huang
Tao, Zhong
机构
[1] Tsing Hua Univ, Dept Civil Engn, Beijing 100084, Peoples R China
[2] Fuzhou Univ, Coll Civil Engn, Fujian 350002, Peoples R China
基金
中国国家自然科学基金;
关键词
concrete-filled steel tubes (CFST); concrete; design; torsion; bearing capacity; parametric analysis; design method; OF-THE-ART; STUB COLUMNS; MEMBERS; TESTS;
D O I
10.1016/j.tws.2007.01.008
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In practice, concrete-filled steel tubes (CFST) are often subjected to torsion. To date, such a problem however has not been addressed satisfactorily by design codes. The present study is thus an attempt to study the torsional behaviours of concrete-filled thin-walled steel tubes. ABAQUS software is used in this paper for the finite element analysis (FEA) of CFST subjected to pure torsion. A comparison of results calculated using this modelling shows good agreement with test results. The FEA modelling was used to investigate the influence of important parameters that determine the ultimate torsional strength of the composite sections. The parametric studies provide information for the development of formulae to calculate the ultimate torsional strength, as well as the torsional moment versus torsional strain curves of the composite sections. (c) 2007 Elsevier Ltd. All rights reserved.
引用
收藏
页码:24 / 36
页数:13
相关论文
共 26 条
[1]   Material properties models for analysis of cold-formed steel members [J].
AbdelRahman, N ;
Sivakumaran, KS .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1997, 123 (09) :1135-1143
[2]  
[Anonymous], 2002, Building code requirements for structural concrete and commentary"
[3]  
[Anonymous], 2001, STEEL COMPOS STRUCT, DOI DOI 10.1296/SCS2001.01.01.04
[4]  
Beck J., 2003, J MAT CONC STRUCT PA, P85
[5]  
GONG A, 1989, THESIS BEIJING I CIV
[6]  
GOURLEY BC, 2001, ST014 U MINN DEP CIV
[7]  
Han L.H, 2004, CONCRETE FILLED STEE
[8]  
Han L.H., 1995, IND CONSTRUCT, V25, P7
[9]   Tests and calculations for hollow structural steel (HSS) stub columns filled with self-consolidating concrete (SCC) [J].
Han, LH ;
Yao, GH ;
Zhao, XL .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2005, 61 (09) :1241-1269
[10]   Tests on stub columns of concrete-filled RHS sections [J].
Han, LH .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2002, 58 (03) :353-372