Experimental Research on Physical and Mechanical Properties of Steel Fiber High-Strength Concrete

Abstract:

Based on experiment, the mix proportion matching with the design and construction requirements is obtained. It meets with the requirement of pump structure on the basis of meeting the strength requirement. On this basis, the basic physical and mechanical performance is studied and the conclusion is that steel fiber high-strength concrete has excellent resistance to splitting, bending and drying shrinkage. The splitting strength and bending strength of steel fiber high-strength concrete named CF60-2 is respectively 38.7% and 56.8% higher than that of plane concrete named C60. The drying shrinkage rate of CF60-2 is 45.5% lower than that of C60 in three days. The results have an important guiding significance to steel fiber high-strength concrete in theoretical and engineering practice.

• Periodical: Advanced Materials Research (Volumes 168-170)
• Pages: 1061-1064
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.168-170.1061
• Online since: December 2010
• Authors: Yu Dong Wang, Xiao Chun Fan
• Keywords: Experimental Research, Mechanical Performance, Mix Proportion Design, Physical Performance, Steel Fiber High-Strength Concrete

References

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