Calculation Method of Flexural Bearing Capacity of Carbon Fiber Reinforced Concrete Beam

Le Zhou; Hong Tao Liu

doi:10.4028/www.scientific.net/AMM.71-78.5080

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 71-78Calculation Method of Flexural Bearing Capacity of...

Calculation Method of Flexural Bearing Capacity of Carbon Fiber Reinforced Concrete Beam

Abstract:

To study further mechanical behavior of flexural members of carbon fiber reinforced concrete, this text uses the methods of fiber materials composite principles and balance equations, and derives the elastic modulus of the carbon fiber concrete. The acting principle of carbon fiber in the concrete is analyzed. Based on three bearing stages of carbon fiber reinforced concrete beam, the calculation formulas to flexural bearing capacity of carbon fiber reinforced concrete are given. It is theoretical basis of implication of carbon fibers in civil engineering.

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Periodical:

Applied Mechanics and Materials (Volumes 71-78)

Pages:

5080-5083

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.71-78.5080

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Online since:

July 2011

Authors:

Le Zhou, Hong Tao Liu

Keywords:

Carbon Fiber (CF), Elastic Modulus, Flexural Bearing Capacity, Reinforced Concrete (RC)

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