Experiment Research on Square Columns Reinforced by High Strength Wire Mesh Mortar

Chun Min Dong; Ke Dong Guo

doi:10.4028/www.scientific.net/AMR.671-674.409

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674Experiment Research on Square Columns Reinforced...

Experiment Research on Square Columns Reinforced by High Strength Wire Mesh Mortar

Abstract:

To investigate the influence of wire mesh type, wrapped way and stress of column on the behavior of RC square columns, the experiment including an unreinforced column and 7 strengthened columns with the high strength wire mesh mortar were tested. The results were shown that the strength and axial deformation of columns reinforced by high strength wire mesh mortar were enhanced. Finally, the calculation formula for ultimate bearing capacity of the reinforced columns was given based on the test results, which agreed with the tested results well.

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Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

409-412

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.671-674.409

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Online since:

March 2013

Authors:

Chun Min Dong, Ke Dong Guo

Keywords:

Axial Deformation, High Strength Wire Mesh Mortar, Square Column, Strength

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References

[1] Shang Shouping, Jiang Longmin and Zhang Maoxin: Journal of Building Structures. Vol. 26 (2005), pp.18-33.

Google Scholar

[2] H. Zhao and M.N.S. Hadi: Procedia Engineering. Vol. 14 (2011), p.2848–2855.

Google Scholar

[3] S.M. Mourad and M.J. Shannag: Cement & Concrete Composites. Vol. 34 (2012), pp.288-294.

Google Scholar

[4] Alessandra Marini and Alberto Meda: Engineering Structures. Vol. 31 (2009), pp.3059-3064.

Google Scholar

[5] Ouyang Yu, Huang Yihui and Qian Zaizi: China Civil Engineering Journal. Vol. 37 (2004), pp.26-34.

Google Scholar

[6] GB50010-2010. Code for Design of Concrete Structures[S]. (2010).

Google Scholar

[7] Chen Zhifeng: Experimental research and finite element analysis on strengthening of axial compression RC column under secondary loading [D]. Central South University, (2008).

Google Scholar

[8] Jian Zheng. Experimental research and numerical simulation on new-style strengthening technology of reinforced concrete member [D]. Xi'an University of Technology, (2005).

Google Scholar