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Journal ArticleDOI

Effects of Fibre Geometry and Volume Fraction on the Flexural Behaviour of Steel‐Fibre Reinforced Concrete

TLDR
In this article, the authors studied the mechanical behaviour of concrete reinforced with steel fibres of different geometry and volume fraction and found improvement in the mechanical properties, in particular the toughness, was observed with the increase of the volume fraction of steel-fibres in the concrete.
Abstract
This work aims in studying the mechanical behaviour of concrete, reinforced with steel fibres of different geometry and volume fraction. Experiments include compression tests and fourpoint bending tests. Slump and air content tests were performed on fresh concrete. The flexural toughness, flexural strength and residual strength factors of the beam specimens were evaluated in accordance with ASTM C1609/C1609M-05 standard. Improvement in the mechanical properties, in particular the toughness, was observed with the increase of the volume fraction of steel-fibres in the concrete. The fibre geometry was found to be a key factor affecting the mechanical performance of the material.

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Citations
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Journal ArticleDOI

Classification of cracking mode in concrete by acoustic emission parameters

TL;DR: In this paper, a number of acoustic emission indices are proposed to classify the cracks according to their mode, which can provide a warning against the final failure of a concrete structure during bending.
Journal ArticleDOI

Mechanisms of interfacial bond in steel and polypropylene fiber reinforced geopolymer composites

TL;DR: In this paper, the effects of wettability, chemical characterization and nanometric roughness of two different fibers, polypropylene (PPF) and micro steel fibers (MSF), superposed by shrinkage of fly ash based geopolymer binder on fiber-matrix interaction and the consequent mechanical properties of the corresponding composites.
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Acoustic emission characterization of the fracture process in fibre reinforced concrete

TL;DR: In this article, different acoustic emission indices are correlated with the accumulation of damage and the type of source, and the amplitude distribution of acquired signals is very sensitive to micro-cracking, while individual mechanisms like matrix cracking and fibre pull-out can be distinguished by the average frequency of the corresponding signals which exhibits a severe decrease at the moment of main.
Journal ArticleDOI

Effect of polyvinyl alcohol (PVA) fibre on dynamic and material properties of fibre reinforced concrete

TL;DR: In this paper, the effect of uncoated polyvinyl alcohol (PVA) fiber addition on dynamic properties of fiber reinforced concrete (FRC) has been investigated in the current study.
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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.
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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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.
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Engineered Steel Fibers with Optimal Properties for Reinforcement of Cement Composites

TL;DR: In this paper, the authors describe the rationale and technical background behind the development and design of a new generation of steel fibers for use in cement, ceramic and polymeric matrices.
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Effects of steel fiber addition on mechanical properties of concrete and RC beams

TL;DR: In this paper, the performance of reinforced concrete (RC) beams with Dramix RC-80/0.60-BN type of steel fibers (SFs) at dosages of 0, 30, 60, 60 kg/m3 and their compressive strengths, split tensile strength, moduli of elasticity and toughnesses are measured.
Journal ArticleDOI

On the characterization of flexural toughness in fiber reinforced concretes

TL;DR: In this article, a review of the available methods of characterizing the flexural toughness of fiber reinforced concretes (FRCs) is presented, along with guidelines from standards institutions and other professional agencies in North America, Europe and Japan.
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