Calculation of Flexural Capacity of High-Strength Reinforced Concrete Beams Strengthened with FRP

Jiong Feng Liang; Ze Ping Yang; Zhi Ming Qiu

doi:10.4028/www.scientific.net/AMM.71-78.815

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 71-78Calculation of Flexural Capacity of High-Strength...

Calculation of Flexural Capacity of High-Strength Reinforced Concrete Beams Strengthened with FRP

Abstract:

The mechanical properties of high-strength reinforced concrete beams strengthened with FRP ( fiber reinforce polymer) are further investigated theoretically including it s failure mechanism and loadability,based on earlier theoretical works on RC beams. And the correlation equation of flexural capacity on the cross section of high-strength reinforced concrete beams strengthened with FRP is deduced according to different types of failure.The correlation equation is shown to be in good agreement with the experimental results, which can be referred to engineering application.

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Periodical:

Applied Mechanics and Materials (Volumes 71-78)

Pages:

815-817

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.71-78.815

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Online since:

July 2011

Authors:

Jiong Feng Liang, Ze Ping Yang, Zhi Ming Qiu

Keywords:

Beam, Fiber Reinforced Plastic (FRP), Flexural, High-Strength

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