Experimental Research on Flexural Mechanical Behavior of Fiber Reinforced Concrete Flexural Members

Xiao Chu Wang; Jian Peng Zhang; Hong Tao Liu

doi:10.4028/www.scientific.net/AMR.648.120

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 648Experimental Research on Flexural Mechanical...

Experimental Research on Flexural Mechanical Behavior of Fiber Reinforced Concrete Flexural Members

Abstract:

Based on the cross-section bending of 5 carbon fiber concrete beams, the mechanism of deflection and strain of carbon fiber concrete beam were studied considering the variation of the length of carbon fiber and stirrup ratio. The experimental results show that the deflection of destruction increased with the increase of the length of the carbon fiber, and the effect of stirrup ratio on deflection and strain of beams is not obvious. The carbon fiber can effectively improve the brittle failure of concrete beam, and the stain of concrete accorded with that steel bar at the same height. According to the existing test model, the theoretical calculating formula of CFRC was proposed and applied for the cracking load calculation expression of CRFC beams, and theoretical calculated results agree well with experimental results.

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Periodical:

Advanced Materials Research (Volume 648)

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120-124

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.648.120

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Online since:

January 2013

Authors:

Xiao Chu Wang, Jian Peng Zhang, Hong Tao Liu

Keywords:

CFRC, Cracking Load, Deflection, Failure Mode, Strain, Tensile Strength

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