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Flexural capacity of fiber reinforced concrete with a consideration of concrete strength and fiber content
HighlightsFlexural capacity of SFRC with variance in concrete strength and fiber content were evaluated.First peak and post-cracking strength, and energy absorption capacity were discussed.Effects of concrete strength and fiber content in equivalent strength ratio were evaluated.Ultimate capacity of floor slabs was evaluated considering concrete strength and fiber content.
AbstractAn experimental study was performed to examine the effects of concrete strength and fiber content ratio on the flexural capacity of steel fiber-reinforced concrete. Three fiber volume fractions, 0.25, 0.375, and 0.5%, and three concrete compressive strengths, 25, 35, and 45MPa, were designed for the experiments. The stress and deflection relationship, first peak and post-cracking strength, and energy absorption capacity were evaluated with respect to the variance in the fiber volume fraction and concrete strength. The results showed that the equivalent flexural strength ratio, which is determined from the first peak strength and energy absorption capacity, increased with the increase in the fiber volume fraction but decreased with the increase in the concrete strength. Furthermore, the effects of the concrete strength and fiber content ratio are discussed in a steel fiber-reinforced concrete floor slab. The ultimate flexural capacity also required a consideration of the influence of the content ratio of steel fiber as well as the strength of cement composite matrix.
Flexural capacity of fiber reinforced concrete with a consideration of concrete strength and fiber content
HighlightsFlexural capacity of SFRC with variance in concrete strength and fiber content were evaluated.First peak and post-cracking strength, and energy absorption capacity were discussed.Effects of concrete strength and fiber content in equivalent strength ratio were evaluated.Ultimate capacity of floor slabs was evaluated considering concrete strength and fiber content.
AbstractAn experimental study was performed to examine the effects of concrete strength and fiber content ratio on the flexural capacity of steel fiber-reinforced concrete. Three fiber volume fractions, 0.25, 0.375, and 0.5%, and three concrete compressive strengths, 25, 35, and 45MPa, were designed for the experiments. The stress and deflection relationship, first peak and post-cracking strength, and energy absorption capacity were evaluated with respect to the variance in the fiber volume fraction and concrete strength. The results showed that the equivalent flexural strength ratio, which is determined from the first peak strength and energy absorption capacity, increased with the increase in the fiber volume fraction but decreased with the increase in the concrete strength. Furthermore, the effects of the concrete strength and fiber content ratio are discussed in a steel fiber-reinforced concrete floor slab. The ultimate flexural capacity also required a consideration of the influence of the content ratio of steel fiber as well as the strength of cement composite matrix.
Flexural capacity of fiber reinforced concrete with a consideration of concrete strength and fiber content
Lee, Jong-Han (author) / Cho, Baiksoon (author) / Choi, Eunsoo (author)
Construction and Building Materials ; 138 ; 222-231
2017-01-25
10 pages
Article (Journal)
Electronic Resource
English
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