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Experimental Research on Steel Bar Reinforced High-Strength Concrete Columns

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Abstract:

4 steel bar reinforced high-strength concrete column specimens were tested under axial compression in order to study how different height width ratios, different stirrup ratios and different steel bar reinforcement ratios influence the failure mode of the members and the bearing capacity. Results show that the steel bar reinforced high-strength concrete columns are applicable to practical engineering.

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Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

454-460

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.671-674.454

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Online since:

March 2013

Authors:

Xiao Dan Fang, Guan Xin Chen, Hong Wei, Zheng Qin Yao

Keywords:

Axial Compression, Bearing Capacity, Experiment, Steel Bar Reinforced High-Strength Concrete Column

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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References

[1] P.C. Wu, L.X. Zhang, K.G. Yang: World Earthquake Engineering, Vol. 23 (2007) NO. 4, p.13 (In Chinese).

Google Scholar

[2] Z.X. Lei, S.S. Dong, J.Q. Guo, T. H Zhou, P. H Qiu: Journal of Building Structures, Vol. 32 (2010) NO. 12, p.83 (In Chinese).

Google Scholar

[3] Y. Liu, Z.X. Guo, W.J. Ouyang, Y.R. Zhu: China Civil Engineering Journal, Vol. 43 (2010) NO. 6, p.53 (In Chinese).

Google Scholar

[4] J.Q. Guo, Z.X. Lei, T.H. Zhou : Building Structure, Vol. 38 (2008) NO. 5, p.46 (In Chinese).

Google Scholar

[5] L.H. Chen, A.Q. Li, D.R. Du, Earthquake Resistant Engineering, Aug. (2004) NO. 4, p.32 (In Chinese).

Google Scholar

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