Experimental Study for the Strength with CFRP in Small Eccentric R.C. Column

Zheng Liu; Jun Sun; Yan Tao; Qian Li

doi:10.4028/www.scientific.net/AMR.255-260.3064

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 255-260Experimental Study for the Strength with CFRP in...

Experimental Study for the Strength with CFRP in Small Eccentric R.C. Column

Abstract:

This paper mainly studied of the carbon fiber reinforced plastic (CFRP) reinforced concrete columns to improve its capacity．First，the CFRP strengthened concrete columns reinforced by the force derived mechanism to improve the theoretical foundation of the bearing capacity. On this basis，study of eight reinforced concrete columns were tested. The actual strength reinforcement component results compare with the theoretical results, this paper got the law of the CFRP reinforced small concrete columns, provided a reference for project．

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Advances in Civil Engineering, CEBM 2011

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Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

3064-3069

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.255-260.3064

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Online since:

May 2011

Authors:

Zheng Liu, Jun Sun, Yan Tao, Qian Li

Keywords:

Capacity, Carbon Fiber Reinforced Polymer/Plastic (CFRP), Experimental Study, R.C. Column, Strength

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References

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