Statistical Evaluation for Impact Resistance of Steel Fiber Reinforced Lightweight Aggregate Concrete

Hong Wei Song; Hai Tao Wang

doi:10.4028/www.scientific.net/AMR.250-253.609

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 250-253Statistical Evaluation for Impact Resistance of...

Statistical Evaluation for Impact Resistance of Steel Fiber Reinforced Lightweight Aggregate Concrete

Abstract:

The impact resistance of steel fiber reinforced lightweight aggregate concrete was presented in a drop weight test. In this test, 5 groups of disc specimens with different steel fiber volumes including 0.0%, 0.5%, 1.0%, 1.5% and 2.0% were tested. The experimental results indicated that the impact resistance of lightweight aggregate concrete is improved with the increase in fiber volume. As the variation in experimental results, a statistical evaluation was performed to study the influence of impact resistance of steel fiber reinforced lightweight aggregate concrete with different steel fiber volumes. Further more, the impact resistance was simulated with probability distribution by Log-normal method. And the goodnees-of-fit tests indicate that the Log-normal method has good fitness to the impact resistance of steel fiber reinforced lightweight aggregate concrete.

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Periodical:

Advanced Materials Research (Volumes 250-253)

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609-613

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.250-253.609

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Online since:

May 2011

Authors:

Hong Wei Song, Hai Tao Wang

Keywords:

Drop Weight Test, Impact Resistance, Statistical Evaluation, Steel Fiber Reinforced Lightweight Aggregate Concrete

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