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Journal ArticleDOI

Use of recycled fibers in concrete composites: A systematic comprehensive review

TLDR
In this article, a comprehensive review was carried out on the influence of recycled plastic fibers (RPFs), recycled carpet fibers (RCFs) and recycled steel fibers (RSFs) on the fresh, mechanical and ductility properties of concrete.
Abstract
Municipal solid waste materials are growing worldwide due to human consumption. Nowadays, a different type of goods on large-scale is produced in the factories which is going to generate numerous amount of solid waste materials in the near future. Therefore, the management of these solid waste materials is a great concern around the world. Inadequate landfill, environmental pollution and its financial burden on relevant authorities, recycling and utilization of waste materials have a significant impact compared to disposing them. Studies have been done to reuse of waste materials as one of the elements of concrete composites. Each of the elements gives the concrete strength; however, the reuse of these wastes not only makes the concrete economical and sustainable, but also helps in decreasing environmental pollution. There are a number of different types of waste materials such as plastics, carpets, steels, tires, glass, and several types of ashes. In this paper, a comprehensive review was carried out on the influence of recycled plastic fibers (RPFs), recycled carpet fibers (RCFs) and recycled steel fibers (RSFs) on the fresh, mechanical and ductility properties of concrete. The previous studies were investigated to highlight the effects of these waste product fibers on the most important concrete properties such as slump, compressive strength, splitting tensile strength, flexural strength, modulus of elasticity, ultrasonic pulse velocity, energy absorption, ductility, and toughness. In this regard, more than 200 published papers were collected, and then the methods of preparation and properties of these recycled fibers (RF) were reviewed and analyzed. Moreover, empirical models using mechanical properties were also developed. As a result, RPFs, RCFs and RSFs could be used safely in concrete composites due to it is satisfactory fresh, physical and mechanical properties.

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Journal ArticleDOI

Compressive strength of geopolymer concrete modified with nano-silica: Experimental and modeling investigations

TL;DR: In this article , a detailed review on the effect of nano-silica (nS) on the compressive strength (CS) of geopolymer concrete composites was provided, and a large amount of mixed design data were extracted from literature studies to create five different models including artificial neural network, M5P-tree, linear regression, nonlinear regression, and multi logistic regression models for forecasting the CS of GPC incorporated nS.
Journal ArticleDOI

The role of nanomaterials in geopolymer concrete composites: A state-of-the-art review

TL;DR: In this article , the effects of different nanoparticles on the most essential fresh, mechanical, durability, and microstructure characteristics of geopolymer paste, mortar, and concrete composites were reviewed, analyzed, and discussed in detail.
Journal ArticleDOI

Geopolymer concrete as a cleaner construction material: An overview on materials and structural performances

TL;DR: A comprehensive review on the fresh, mechanical, and structural performances of GPC is presented in this article , where the authors have explored the behaviour of geopolymer concrete (GPC) as an alternative to Portland cement concrete (PCC) in micro and macro dimensions.
Journal ArticleDOI

Fire resistance of geopolymer concrete: A critical review

TL;DR: In this paper , a critical literature review of current updates related to the fire performance of RF-reinforced GPC subjected to elevated temperatures and during fires is urgently necessary, conducting critical reviews on the type of RFs, spalling mechanism, physical inspection and properties of the RF-RGPCs.
Journal ArticleDOI

Performance evaluation of fiber-reinforced concrete produced with steel fibers extracted from waste tire

TL;DR: In this paper , an experimental study was carried out to explore the effect of fiber content on the fresh and hardened state of the concrete, and compression, splitting tensile, and flexure tests were performed to observe the performance of concrete with tire-recycled steel fibers with the ratios of 1, 2% and 3%.
References
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Journal ArticleDOI

Mechanical, fracture and durability properties of self-compacting high strength concrete containing recycled polypropylene plastic particles

TL;DR: In this article, the authors focused on the mechanical, fracture and durability characteristics of self-compacting high-strength concrete (SCHSC) containing recycled polypropylene plastic particles (RPPP) with and without silica fume (SF).
Journal ArticleDOI

Recycled steel fibre reinforced concrete failing in bending and in shear

TL;DR: In this paper, the use of Recycled Steel Fibre Reinforced Concrete (RSFRC) as shear reinforcement in reinforced concrete (RC) beams was evaluated.
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Relationship between Compressive, Splitting Tensile and Flexural Strength of Concrete Containing Granulated Waste Polyethylene Terephthalate (PET) Bottles as Fine Aggregate

TL;DR: In this paper, the experimental investigation of relationship between splitting tensile strength and flexural strength with the compressive strength of concrete containing waste PET as fine aggregates replacement was described.
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Experimental study on engineering properties of concrete reinforced with hybrid recycled tyre steel and polypropylene fibres

TL;DR: In this paper, the authors presented an experimental study on engineering properties of concrete reinforced with hybrid RTSF and polypropylene fiber (PPF, 0.5% and 0.3% Vf, respectively).
Journal ArticleDOI

Effect of nylon fibres on mechanical and thermal properties of hardened concrete for energy storage systems

TL;DR: In this article, the authors investigated the influence of a fiber content of 5 kg/m3 on the mechanical and thermal properties of fresh and hardened concrete with a w/c ratio of 0.35.
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