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

Abstract:

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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:

Edited by:

Dongye Sun, Wen-Pei Sung and Ran Chen

Pages:

5080-5083

DOI:

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

Citation:

L. Zhou and H. T. Liu, "Calculation Method of Flexural Bearing Capacity of Carbon Fiber Reinforced Concrete Beam", Applied Mechanics and Materials, Vols. 71-78, pp. 5080-5083, 2011

Online since:

July 2011

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$35.00

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