Long Term Load-Carrying Capacity of Eccentrically Compressed Concrete Filled Steel Tubular Members

Abstract:

Article Preview

Based on the creep model of CFST members constructed with the Elastic Continuation and Plastic Flow theory of concrete creep and the creep theory of concrete under multi-axial stresses, the paper studies the load-carrying capacity of eccentrically compressed CFST members with consideration of creep. Some eccentrically compressed CFST members’ long-term loadbearing capacity is calculated and corresponding results are compared with the load-carrying capacity without consideration of creep. According to the analysis of calculating results, it can be concluded that creep will decrease the load carrying capacity of eccentrically compressed CFST members, and it should be paid enough attentions in actual engineering.

Info:

Periodical:

Key Engineering Materials (Volumes 302-303)

Edited by:

Nai-Qian Feng and Gai-Fei Peng

Pages:

651-657

DOI:

10.4028/www.scientific.net/KEM.302-303.651

Citation:

B. Han and Y. F. Wang, "Long Term Load-Carrying Capacity of Eccentrically Compressed Concrete Filled Steel Tubular Members", Key Engineering Materials, Vols. 302-303, pp. 651-657, 2006

Online since:

January 2006

Export:

Price:

$38.00

[1] Zhong, S.T., CFST structures(Tsinghua University Press, 2003).

[2] Cai, S.H., Computation and application of CFST structures, China Construction Industrial Publishing House, Beijing, (1989).

[3] Chen, B.C.: A summarized account of developments in CFST arch bridges, Bridge Construction, 1997(2), pp.8-13.

[4] Han, L.H., Tao, Z., Liu, W., Chen, B.C.: Effects of long-term loads on the strength of concretefilled steel box columns, China Journal of Highway and Transport, 2001, 14(3), pp.57-61.

[5] Storozenko: CFST Structures, Publishing House of Metallurgy, Beijing, (1982).

[6] Nakai, H., Kurita, A., Ichinose, L.H.: Construction of a data base on creep coefficient and shrinkage for stress and deformation analysis in steel-concrete composite structures, Journal of Structural Engineering (JSCE), 1991(37A), pp.1397-1406.

[7] Uy, B.: Static Long-Term Effects in Short Concrete-Filled Steel Box Columns under Sustained Loading, ACI Structural Journal, 2001, 98 (1), pp.96-104.

DOI: 10.14359/10151

[8] Wassim, N., Amir, M.: Creep modeling for concrete-filled steel tubes, Journal of Constructional Steel Research, 2003(59), pp.1327-1344.

DOI: 10.1016/s0143-974x(03)00085-3

[9] Han, B., Wang Y. F.: Long Term Load-Carrying Capacity of Axially Compressed Concrete Filled Steel Tubular Short Columns, Proceedings of International Symposium on Confined Concrete (ISCC), Changsha, China (South California University Press, 2004).

DOI: 10.4028/0-87849-983-0.651

[10] Han, B, Wang, Y. F.: Creep analysis of SEC CFST members, Engineering Mechanics, 2001, 18(6), pp.111-116.

[11] Neville. A. M., Dilger. W. H., Brooks. J. J.: Creep of Plain and Structural Concrete (Construction Press, London and New York, 1983).

[12] Wang, Y.F., Han, B.: Creep analysis of LEC CFST members, Engineering Mechanics, 2003, 20(1), pp.91-95.

[13] Chinese Engineering Construction Standardization Society, Design and construction standard of CFST structures (CECS 28: 90), (1990).

In order to see related information, you need to Login.