Effect of partial replacement of sand by recycled fine crumb rubber on the performance of hybrid rubberized-normal concrete under impact load: experiment and simulation

Al-Tayeb, Mustafa Maher; Bakar, B.H. Abu; Ismail, Hanafi; Akil, Hazizan Md

doi:10.1016/j.jclepro.2013.04.026

Cited by 123 publications

(34 citation statements)

References 17 publications

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“…Son et al(2011) showed that by replacing a portion of aggregates with waste tire rubbers, the ductility of concrete increased by up to 90%, which made the rubberized concrete suitable for seismic applications. Al-Tayeb et al (2013) studied hybrid concrete beams with a layer of rubberized concrete on the top, and reported increase in flexural impact strength and toughness of the member. Despite the beneficial attributes described above, a significant drawback of using waste rubbers in concrete mixtures is the considerable reduction in mechanical strength.…”

Section: A C C E P T E D Accepted Manuscriptmentioning

confidence: 99%

Properties of rubberized concrete modified by using silane coupling agent and carboxylated SBR

Wang

Leung

et al. 2016

Journal of Cleaner Production

124

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Section: A C C E P T E D Accepted Manuscriptmentioning

confidence: 99%

Properties of rubberized concrete modified by using silane coupling agent and carboxylated SBR

Wang

Leung

et al. 2016

Journal of Cleaner Production

124

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“…The impact resistance of the concrete plates was determined by measuring the energy absorbed by the fracture of the specimen, which was impacted by a steel ball through a certain number of blows that cause its ultimate failure. The impact energy absorbed by specimens was calculated from the area under the impact load-deflection curve [15,16] and was analyzed, moment by moment, after the steel ball was dropped.…”

Section: Testingmentioning

confidence: 99%

“…Additionally, the data plotted in Figure 2 reveal that the maximum gain in total energy is highly present in hybrid fiber specimens, which are HB2 specimens for testing age of 90 days and HB1 specimens for testing age of 180 days. Overall, the stiffness of the material is significantly related to the impact resistance of concrete [7,15] because coarse aggregates are considered dominant constituents of materials during the formation of the final concrete structure. As shown in Table 1, the impact value of the RCA is less than that of natural coarse aggregates.…”

Section: Impact Resistancementioning

confidence: 99%

Impact Resistance of Recycled Aggregate Concrete with Single and Hybrid Fibers

Ismail

Ramli

2016

MATEC Web of Conferences

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Abstract. This paper presents a recycled aggregate concrete (RAC) mix that has been modified by adding treated recycled concrete aggregate (RCA) and various types of fiber-reinforced systems. The effectiveness of these modifications in terms of energy absorption and impact resistance was evaluated and compared with that of the corresponding regular concrete, as well as with unmodified RAC specimens. Results clearly indicate that although modification of the RAC mix with treated RCA significantly enhances the impact resistance of RAC, further diversification with additional fiber, particularly those in hybrid form, can optimize the results.

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“…Substantial research was carried out on the application of polymers in concrete [3][4][5][6][7][8][9][10][11][12][13][14][15][16][17][18]. Batayeneh et al [3] showed the deterioration of compressive strength with an increase in the proportion plastic content.…”

Section: Introductionmentioning

confidence: 99%

“…They found that addition of waste tire in concrete enhanced the fracture properties, while both compressive and flexural strengths were decreased. Al-Tayeb et al [9] conducted tests to examine the performance of rubberized concrete with 5 %, 10 % and 20 % replacements by volume of sand by waste crumb rubber under static and impact load conditions. Their results showed that the addition of rubber improved the impact load behavior of concrete.…”

Section: Introductionmentioning

confidence: 99%

Mechanical Propagates of Concrete with Partial Replacements of Sand by Plastic Waste of Vehicles under Impact Load

Al-Tayeb¹

2017

IJERMT

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Abstract:lastic waste of vehicle causes serious health and environmental problems all over the world. As a possible solution to the problem of plastic waste of vehicle, an experimental study was conducted to examine the potential of using it as sand replacement in the concrete. This paper examines impact strength properties of concrete in which different amounts 2.5%, 5%, 10% and 20 % of plastic waste particles were used as sand replacement. For each amount, six cubes of 100 mm ×100 mm × 100mm were subjected to 4.5 kg hammer from 480mm height. The number of blows of the hammer required to induce the first visible crack of the cubes were recorded. The results are presented in terms of impact energy required for the first visible crack. The concrete mixtures exhibited ability to absorb a large amount of impact energy. The plastic waste of vehicle increased the first crack impact energy of concrete.Keywords: Plastic waste of vehicle; Cement concrete; Compressive strength; Impact energy. I. INTRODUCTIONThe plastic waste of vehicle is considered as one of the major environmental problems faced by every country due to their health hazards and difficulty for land filling [1]. The reuse of wastes is important from different points of view. It helps to save and sustain natural resources that are not replenished, it decreases the pollution of the environment and it also helps to save and recycle energy production processes. Concrete has been identified to be one of the feasible options. Although concrete is the most commonly used construction material, it has limited properties such as low tensile strength, ductility, toughness and impact resistance [2].Substantial research was carried out on the application of polymers in concrete [3][4][5][6][7][8][9][10][11][12][13][14][15][16][17][18]. Batayeneh et al.[3] showed the deterioration of compressive strength with an increase in the proportion plastic content. For the plastic proportion of 20% of sand, the compressive strength was reduced up to 70% compared to that of normal concrete. Recently, Marzouk et al. [4] studied the use of consumed plastic bottle waste as sand substitution aggregate within composite materials for building applications and showed the effects of polyethylene terephthalate (PET) waste on the density and compressive strength of concrete. It was found that the density and compressive strength decreased when the PET aggregates exceeded 5% by volume of sand.Rahmani et al. [5], observed that the 5% replacement of fine aggregates with PET particles yields better results in compression. However, with further increase in polyethylene terephthalate particles to 10% and 15% the compressive strength of concrete decreases due to weak cohesion between the texture and the PET particles. Araghi et al. [6] reported that the concrete containing plastic waste has better sulfuric acid attack resistance in industrial structures and sewer pipes. Raj et al. [7] investigated the strength and behavior plain and fiber reinforced polymer concrete beam column joints and the r...

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Effect of partial replacement of sand by recycled fine crumb rubber on the performance of hybrid rubberized-normal concrete under impact load: experiment and simulation

Cited by 123 publications

References 17 publications

Properties of rubberized concrete modified by using silane coupling agent and carboxylated SBR

Properties of rubberized concrete modified by using silane coupling agent and carboxylated SBR

Impact Resistance of Recycled Aggregate Concrete with Single and Hybrid Fibers

Mechanical Propagates of Concrete with Partial Replacements of Sand by Plastic Waste of Vehicles under Impact Load

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