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Journal ArticleDOI

The durability properties of polypropylene fiber reinforced fly ash concrete

Okan Karahan, +1 more
- 01 Feb 2011 - 
- Vol. 32, Iss: 2, pp 1044-1049
TLDR
In this article, a comprehensive study on the durability properties of concrete containing polypropylene fiber and fly ash was performed, and the results showed that the positive interactions between polypropane fibers and fly-ash lead to the lowest drying shrinkage of fibrous concrete with fly ash.
About
This article is published in Materials & Design.The article was published on 2011-02-01. It has received 319 citations till now. The article focuses on the topics: Properties of concrete & Fly ash.

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Citations
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Journal ArticleDOI

Mechanical and durability properties of high-strength concrete containing steel and polypropylene fibers

TL;DR: In this article, the effect of the addition of steel and polypropylene fibers on the mechanical and some durability properties of high-strength concrete (HSC) was investigated, and the results showed that the incorporation of 1% steel fiber significantly enhanced the splitting tensile strength and flexural strength of concrete.
Journal ArticleDOI

Use of recycled plastics in concrete: A critical review.

TL;DR: The morphology of concrete containing plastic materials is described in this paper to explain the influence of plastic aggregates and plastic fibers on the properties of concrete.
Journal ArticleDOI

Effect of polypropylene fiber on durability of concrete composite containing fly ash and silica fume

TL;DR: A parametric experimental study has been conducted to investigate the effect of polypropylene fiber on the workability and durability of the concrete composite containing fly ash and silica fume as discussed by the authors.
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.
Journal ArticleDOI

Improvement in concrete behavior with fly ash, silica-fume and coconut fibres

TL;DR: In this article, the mechanical properties of fly ash silica-fume plain concrete (FA-SPC) and fly ash-silicafume coconut fibre reinforced concrete (SCFRC) are investigated.
References
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Journal ArticleDOI

Strength properties of nylon- and polypropylene-fiber-reinforced concretes

TL;DR: In this paper, the strength potential of nylon-fiber-reinforced concrete was investigated versus that of polypropylene fiber reinforced concrete, at a fiber content of 0.6 kg/m 3.
Journal ArticleDOI

Influence of fly ash fineness on strength, drying shrinkage and sulfate resistance of blended cement mortar

TL;DR: In this article, the influence of fineness of fly ash on water demand and some of the properties of hardened mortar are examined and it is suggested that the fine fly ash is more reactive and its use resulted in a denser cement matrix and better mechanical properties of mortar.
Journal ArticleDOI

Development of hybrid polypropylene-steel fibre-reinforced concrete

TL;DR: In this article, the optimization of fiber size, fibre content, and fly ash content in hybrid polypropylene-steel fiber concrete with low fibre content based on general mechanical properties was investigated.
Journal ArticleDOI

A study on high strength concrete prepared with large volumes of low calcium fly ash

TL;DR: In this article, the authors presented the results of a laboratory study on high strength concrete prepared with large volumes of low calcium fly ash, and the results demonstrated the dual effects of fly ash in concrete: (i) act as a microaggregate and (ii) being a pozzolana.
Journal ArticleDOI

Mechanical properties of polypropylene fiber reinforced concrete and the effects of pozzolanic materials

TL;DR: In this paper, a comprehensive set of experimental data were generated regarding the effects of collated fibrillated polypropylene fibers at relatively low volume fractions (below 0.3%) on the compressive, flexural and impact properties of concrete materials with different binder compositions.
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