Performance of Ultra-High Strength Concrete Containing Different Types of Fibers

Wei Qin Li; Yuan Peng; Xue Yun He; Xiong Wu; Liang Huo

doi:10.4028/www.scientific.net/AMR.1120-1121.1491

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1120-1121Performance of Ultra-High Strength Concrete...

Performance of Ultra-High Strength Concrete Containing Different Types of Fibers

Abstract:

Influence of fiber on workability and mechanical property of ultra-high strength concrete (UHSC) were studied. Results show that, when amount of steel fiber (Equivalent diameter is 0.2mm; nominal length is 13mm; Tensile strength is 2850MPa )substituting fine aggregate is 120kg/m³, UHSC could have the best mechanical properties of 139.0MPa compressive strength, 18.0MPa flexural strength, and 10.0MPa Splitting strength; steel fiber cannot improve volume stability of UHSC.

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Periodical:

Advanced Materials Research (Volumes 1120-1121)

Pages:

1491-1495

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1120-1121.1491

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Online since:

July 2015

Authors:

Wei Qin Li, Yuan Peng, Xue Yun He, Xiong Wu, Liang Huo

Keywords:

Autogenous Shrinkage, Fiber, Mechanical Property, Ultra-High Strength Concrete

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References

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