Discussion on Several Problems in the Study of Corrosion Mechanism of Steel - Concrete Composite Beams

Article Preview

Abstract:

It’s of great practical significance to improve the durability of steel-concrete composite beam structures.The deterioration of steel-concrete composite beams includes stud rust, reinforcement corrosion, corrosion of the steel beams and concrete performance degradation, which are caused by a number of factors. The corrosion mechanism of composite beams is discussed, and some basic issues remain to be solved in this area are analyzed in the paper. Besides, some research directions in the future are put forward.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

888-891

Citation:

Online since:

August 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] J.G. Nie: Steel-Concrete Composite Beam Structures-Experiment, Theory and Application (In Chinese), Science Press, China, 2005, p.21.

Google Scholar

[2] H.T. Zhu Z.Y. Cao: Urban Roads Bridges & Flood Control(In Chinese), Vol. 9(2010), No. 9, p.150.

Google Scholar

[3] Z.W. Yu, W.H. Shi, Y.C. Kuang and F.Q. Guo: Time-Dependent Reliability Analysis of Steel-Concrete Composite Beam Bridge Considering Environmental Impact, Proceeding of International Symposium on Life-Cycle Performance of Bridges and Structures, 2010, ChangSha, China, p.546.

Google Scholar

[4] Z.W. Yu, Y.C. Kuang, K.H. Gong and W.H. Shi: Journal of Railway Science and Engineering (In Chinese), Vol. 7 (2010), No. 3, p.1.

Google Scholar

[5] K.H. Gong: Studies on Durability of Steel-Concrete Composite Beams under the Action of Chloride Ions, MS., Central South University, China, 2009, p.12.

Google Scholar

[6] Y. Xing: Experimental Studies on Mechanical Properties of Steel-Concrete Composite Beams Corroded by Sulfate, MS., Central South University, China, 2009, p.28.

Google Scholar

[7] L.Z. Chen: Damage Evolution of Steel-Concrete Composite Beams Corroded by Chloride in the Environment of Dry and Wet Cycles, MS., Central South University, China, 2011, p.9.

Google Scholar

[8] J.G. Wu: Studies on Durability of Steel-Concrete Composite Beams under the Action of Complex Solution in the Environment of Dry and Wet Cycles, MS., Central South University, China, 2011, p.9.

Google Scholar

[9] X.T. Di: Detection, Reinforcement and Maintenance of Old Buildings (In Chinese), Seismological Press, China, 1992, p.23.

Google Scholar

[10] Zdenek P. Bazant, Journal of Structural Division, Vol. 105 (1979), No. 6, p.1155.

Google Scholar

[11] S.H. Xu: the Models of Deterioration and Durability Evaluation of Reinforced Concrete Structure, Ph.D., Xi'an University of Architecture & Technology, China, 2003, p.26.

Google Scholar

[12] F.M. Li: Evaluation and Design of Load-Bearing Properties of Corroded Concrete Members (In Chinese), China Railway Publishing House, China, 2011, p.13.

Google Scholar

[13] K.H. Gong: Gansu Science and Technology (In Chinese), Vol. 25 (2009), No. 2, p.129.

Google Scholar

[14] R.K. Dhir M.R. Jones and S.L.D. Ng: Magazine of Concrete Research, Vol. 50 (1998), No. 1, p.37.

Google Scholar

[15] M.T. Liang, K.L. Wang and C.H. Liang: Cement and Concrete Research, Vol. 29 (1999), No. 9, p.1411.

Google Scholar

[16] O.O. Onyejekwe, N. Reddy: Magazine of Concrete Research, Vol. 52 (2000), No. 4, p.243.

Google Scholar

[17] E.E. Hekal,E. Kishar and H. Mostafa: Cement and Concrete Research, Vol. 32(2002), No. 9, p.1421.

Google Scholar

[18] Y.N. Liang, Y.S. Yuan: Concrete (In Chinese), Vol. 220 (2008), No. 2, p.20.

Google Scholar

[19] P.J. Tumidajski, G.W. Chan: Cement and Concrete Research, Vol. 26 (1996), No. 4, p.551.

Google Scholar

[20] Z.Q. Jin, W. Sun, Y.S. Zhang and J.Y. Jiang: Journal of the Chinese Ceramic Society (In Chinese), Vol. 34 (2006), No. 5, p.630.

Google Scholar