Experimental Study on the Shear Behavior of Fiber Reinforced Self-Compacting Concrete Rectangular Beams

Zhi Guo You; Yun Long Zhou; Long Chao Yang; Peng Wang

doi:10.4028/www.scientific.net/AMR.934.65

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 934Experimental Study on the Shear Behavior of Fiber...

Experimental Study on the Shear Behavior of Fiber Reinforced Self-Compacting Concrete Rectangular Beams

Abstract:

The main purpose of this paper is the analysis of the influence of steel fiber and hybrid fiber on the ultimate shear load and failure mode of rectangular concrete beams. The results of this experiment study indicate that fibers can enhance the ultimate shear load. Hybrid fibers can change the failure mode. The mechanical behavior of beam with hybrid fibers is better than that with mono-steel fibers.

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Periodical:

Advanced Materials Research (Volume 934)

Pages:

65-70

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.934.65

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Online since:

May 2014

Authors:

Zhi Guo You*, Yun Long Zhou, Long Chao Yang, Peng Wang

Keywords:

Failure Mode, Fiber, Self-Compacting Concrete, Shear Load

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* - Corresponding Author

References

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