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Evaluation of mechanical properties of steel fiber reinforced concrete with different strengths of concrete

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TLDR
In this article, the effect of adding steel fibers with different lengths and diameters on the mechanical properties of concrete for three values of concrete strength was investigated, and the results indicated that the addition of different content and lengths of steel fiber with increasing water-to-cement ratios caused significant change in concrete, with an increase of about 10-25% in compressive strength and about 31-47% in direct tensile strength.
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This article is published in Construction and Building Materials.The article was published on 2018-04-20. It has received 223 citations till now. The article focuses on the topics: Fiber-reinforced concrete & Properties of concrete.

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Machine learning-based prediction for compressive and flexural strengths of steel fiber-reinforced concrete

TL;DR: The water-to-cement ratio and silica fume content were the most influential factors in the prediction of compressive strength of SFRC, whereas the silicafume and fiber volume fraction most strongly influenced the flexural strength.
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Improvement effect of steel fiber orientation control on mechanical performance of UHPC

TL;DR: In this article, a flow control method with a narrow horizontal channel was developed to control the flow of fresh mixture and then the orientation of steel fibers was significantly improved, which significantly increased compressive strength, flexural strength, toughness, deflection at modulus of rupture and maximum deflection.
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Fiber type effect on strength, toughness and microstructure of early age cemented tailings backfill

TL;DR: In this paper, an experimental investigation was carried out to study strength, toughness and microstructural properties of early age cemented tailings backfill (CTB) reinforced with three different types of fiber.
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Axial stress-strain behavior of macro-synthetic fiber reinforced recycled aggregate concrete

TL;DR: In this article, the axial stress-strain behavior of macro-synthetic fiber reinforced recycled aggregate concrete was investigated under axial compression, with the variation of three different replacement ratios of recycled aggregates and three different dosages of macro polypropylene fibers.
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Intelligent mixture design of steel fibre reinforced concrete using a support vector regression and firefly algorithm based multi-objective optimization model

TL;DR: An artificial intelligence based multi-objective optimization model is proposed to enable an efficient method of finding the optimum mix design for SFRC.
References
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Journal ArticleDOI

Mechanical properties of high-strength steel fiber-reinforced concrete

TL;DR: In this paper, the authors investigated the mechanical properties of high-strength steel fiber-reinforced concrete, including compressive and splitting tensile strength, modulus of rupture, and toughness index.
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Stress-strain curves for steel-fiber reinforced concrete under compression

TL;DR: In this article, an attempt has been made to generate the complete stress-strain curve experimentally for steel-fiber reinforced concrete for compressive strength ranging from 30 to 50 MPa.
Journal ArticleDOI

Effect of aspect ratio and volume fraction of steel fiber on the mechanical properties of SFRC

TL;DR: In this paper, the effects of aspect ratio (l/d) and volume fraction (Vf) on the compressive strength, split tensile strength, flexural strength and ultrasonic pulse velocity of steel fiber reinforced concrete (SFRC) were investigated.
Journal ArticleDOI

Mechanical Properties of Steel Fiber-Reinforced Concrete

TL;DR: In this paper, the authors presented the results from an experimental program and an analytical assessment of the influence of addition of fibers on mechanical properties of concrete, which is at variance with both existing models and formulations based on the law of mixtures.
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