Experimental Research on Crazing-Resistance of Inclined Section of Basalt Fiber Reinforced Concrete Beams

Wei Chen; Xiang Peng Li; Ting Ting Chen; Xiao Yang Wang; Chao Chao Ma

doi:10.4028/www.scientific.net/AMM.584-586.899

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 584-586Experimental Research on Crazing-Resistance of...

Experimental Research on Crazing-Resistance of Inclined Section of Basalt Fiber Reinforced Concrete Beams

Abstract:

In order to research the influence of the shear capacity of reinforced concrete beam with the incorporation of basalt fiber, four basalt fiber reinforced concrete beams with parameters of length and volume ratio were designed and made. The fiber lengths were 12mm and 30mm, and the volume ratios were 1‰ and 2‰. The test data of basalt fiber reinforced concrete was obtained through the shear experiments and comparison with the common reinforced concrete beam. The results of the experiment show that the cracking load of the basalt fiber reinforced concrete beam increase obviously with the growing of fiber characteristic parameters, and effectively reduce the diagonal crack width.

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Periodical:

Applied Mechanics and Materials (Volumes 584-586)

Pages:

899-903

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.584-586.899

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Online since:

July 2014

Authors:

Wei Chen, Xiang Peng Li, Ting Ting Chen, Xiao Yang Wang, Chao Chao Ma

Keywords:

Basalt Fiber (BF), Cracking Load, Diagonal Crack Width, Reinforced Concrete (RC) Beam

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References

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