Experimental Study of CFRP Reinforced Concrete Beams

Ling Xu; Xiang Yu; Zhen Yu Di

doi:10.4028/www.scientific.net/AMM.578-579.1271

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 578-579Experimental Study of CFRP Reinforced Concrete...

Experimental Study of CFRP Reinforced Concrete Beams

Abstract:

Through strengthening experiment of four limit damage reinforced concrete beams by CFRP, the performance index of the carrying capacity, the stiffness and the ductility compared with before strengthening of reinforced concrete beams, and analyzed before and after reinforcement. It shows that the ultimate load, the stiffness and the ductility of limit damage reinforced concrete beams by CFRP have different degrees of increase and can be widely used in practical engineering.

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Periodical:

Applied Mechanics and Materials (Volumes 578-579)

Pages:

1271-1275

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.578-579.1271

Citation:

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Online since:

July 2014

Authors:

Ling Xu*, Xiang Yu, Zhen Yu Di

Keywords:

CFRP, Reinforced Concrete Beam, Ultimate Load

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* - Corresponding Author

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