A Kind of New Type Composite Structure Column of Research

Article Preview

Abstract:

Steel tube confined concrete structure and FRP-confined concrete structure were researched and widely applied in structure engineering current years. Based on the advantage and disadvantage of the two types of structure, a new type of structure named FRP-steel composite pipe confined concrete is proposed. Moreover, the feasible and advantageous about the application of this new type in structure engineering is stated. The development prospects of this new type of structure are mentioned as well.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 634-638)

Pages:

2653-2656

Citation:

Online since:

January 2013

Keywords:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] S.T. Zhong: Concrete-filled steel tube structure (the third edition) (Tsinghua University Press, Beijing 2003).

Google Scholar

[2] L.H. Han: Concrete-filled steel tube structure-theory and practice (the second edition) (Science Press, Beijing 2007).

Google Scholar

[3] L.H. Han, Y.F. Yang: Technique of Modern Concrete-Filled Steel Tube Structures (Architecture Industry Press, Beijing 2007).

Google Scholar

[4] N.J. Gardner, E.R. Jacobson, Structural behavior of concrete filled steel tubes, Journal of America Concrete Institute, 64-38, pp.404-413, (1967).

Google Scholar

[5] M. Tomii, K. Sakino, Y. Xiao, K. Watanabe, Earthquake resisting hysteretic behavior of reinforced concrete short columns confined by steel tube, Proceeding of the International Speciality Conference on Concrete Filled Steel Tubular Structures, Harbin, China, pp.119-125, August (1985).

DOI: 10.14359/18278

Google Scholar

[6] Y.Y. Wang, Research on basic behavior of high-strength concrete-filled steel tubular short columns under axial compressive loading, Harbin Institute of Technology, Harbin, China, pp.135-139, (2003).

DOI: 10.18057/ijasc.2013.9.2.1

Google Scholar

[7] H.L. Guo, S.M. Zhang, J.P. Liu, Experimental research on the behavior of concrete-filled SHS steel tubes under different loading conditions, China Association of steel structure of steel concrete composite structure BranchAssociation tenth annual meeting, Journal of harbin institute of technology (supplement), Vol. 37, 145-148, (2005).

DOI: 10.4028/www.scientific.net/amm.577.1097

Google Scholar

[8] Y. Xiao, Y.R. Guo, W.H. He, H. Wu, Retrofit of reinforced concrete columns using partially stiffened steel jackets, Journal of building structures, Vol. 24, N°6, 79-86, (2003).

DOI: 10.1061/(asce)0733-9445(2003)129:6(725)

Google Scholar

[9] X.H. Zhou, J.P. Liu, X.D. Zhang, Design procedures of steel tube confined concrete structure, Journal of Harbin institute of technology, Vol. 8, N°2, 8-11, (2009).

Google Scholar

[10] X.H. Zhou, J.P. Liu: Performance and design of steel tube confined concrete columns (Science Press, Beijing 2010).

Google Scholar

[11] N.K. Liu, Study on the Axial Compression Properties of FRP-confined concrete, Shanghai University, (2007).

Google Scholar

[12] D.X. Zhang, L.N. Huang, G.R. Wang etc. Experimental research on the mechanical properties of concrete filled FRP tubular column, Journal of Harbin University of Civil Engineering and Architecture, Vol. 1, 73-76, (2000).

Google Scholar

[13] J. Zhang, A.P. Wang, Evaluating for the technique property of strengthening reinforced concrete structure with carbon fiber reinforcement plastic (CFRP), Building technique development, Vol. 28, N°11, 1-33, (2001).

Google Scholar

[14] Q.L. Wang, Y.H. Zhao, W. Gu, Presumption on the concrete filled circular CFRP-steel composite tube structures, Journal of shenyang ar-chitectural and engineering civil institute, Vol. 4, N°19, 272-274, (2003).

Google Scholar