Properties of concrete with glass fibre reinforced polymer waste as partial replacement of fine aggregate
Abstract The proper disposal of fibre waste products is a significant issue for the GFRP industries; as a result, the reuse and recycling of these waste products require sustainable solutions. Given that FRP materials, especially those created with thermosetting resins, cannot be reprocessed, so the...
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Published in | Journal of physics. Conference series Vol. 2521; no. 1; pp. 12015 - 12020 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
Bristol
IOP Publishing
01.06.2023
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Abstract | Abstract
The proper disposal of fibre waste products is a significant issue for the GFRP industries; as a result, the reuse and recycling of these waste products require sustainable solutions. Given that FRP materials, especially those created with thermosetting resins, cannot be reprocessed, so the majority of thermosetting FRP waste will be dumped in landfills. Innovative approaches are thus required to manage waste. This study investigates the performance of the FRP waste, known as Glass Fibre Reinforced Polymer (GFRP), that is ground to 0.15mm to 2.36mm in size and used to replace sand at 5%, 10%, 15%, 20%, and 25% by weight of the concrete composite. The experimental work starts with the grinding and sieving process, followed by preparing grade 45 concrete. Then the workability of concrete with GFRP was determined, followed by the compression, and split tensile strengths. The findings showed that adding up to 5% of GFRP waste as a partial replacement for fine aggregate improved the workability and compressive strength of the concrete mix. but decreases when more GFRP waste is added. While the split tensile strength shows increments in line with the increasing amount of GFRP waste replacement. It can be concluded that GFRP waste replacement has the potential to be used in the construction industry, however, the long-term performance must be determined first. |
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AbstractList | The proper disposal of fibre waste products is a significant issue for the GFRP industries; as a result, the reuse and recycling of these waste products require sustainable solutions. Given that FRP materials, especially those created with thermosetting resins, cannot be reprocessed, so the majority of thermosetting FRP waste will be dumped in landfills. Innovative approaches are thus required to manage waste. This study investigates the performance of the FRP waste, known as Glass Fibre Reinforced Polymer (GFRP), that is ground to 0.15mm to 2.36mm in size and used to replace sand at 5%, 10%, 15%, 20%, and 25% by weight of the concrete composite. The experimental work starts with the grinding and sieving process, followed by preparing grade 45 concrete. Then the workability of concrete with GFRP was determined, followed by the compression, and split tensile strengths. The findings showed that adding up to 5% of GFRP waste as a partial replacement for fine aggregate improved the workability and compressive strength of the concrete mix. but decreases when more GFRP waste is added. While the split tensile strength shows increments in line with the increasing amount of GFRP waste replacement. It can be concluded that GFRP waste replacement has the potential to be used in the construction industry, however, the long-term performance must be determined first. Abstract The proper disposal of fibre waste products is a significant issue for the GFRP industries; as a result, the reuse and recycling of these waste products require sustainable solutions. Given that FRP materials, especially those created with thermosetting resins, cannot be reprocessed, so the majority of thermosetting FRP waste will be dumped in landfills. Innovative approaches are thus required to manage waste. This study investigates the performance of the FRP waste, known as Glass Fibre Reinforced Polymer (GFRP), that is ground to 0.15mm to 2.36mm in size and used to replace sand at 5%, 10%, 15%, 20%, and 25% by weight of the concrete composite. The experimental work starts with the grinding and sieving process, followed by preparing grade 45 concrete. Then the workability of concrete with GFRP was determined, followed by the compression, and split tensile strengths. The findings showed that adding up to 5% of GFRP waste as a partial replacement for fine aggregate improved the workability and compressive strength of the concrete mix. but decreases when more GFRP waste is added. While the split tensile strength shows increments in line with the increasing amount of GFRP waste replacement. It can be concluded that GFRP waste replacement has the potential to be used in the construction industry, however, the long-term performance must be determined first. |
Author | Tan, A R Nasir, N A M Bakar, N B Aziz, F N A A |
Author_xml | – sequence: 1 givenname: F N A A surname: Aziz fullname: Aziz, F N A A organization: Housing Research Centre, Department of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia (UPM) , Malaysia – sequence: 2 givenname: A R surname: Tan fullname: Tan, A R organization: Housing Research Centre, Department of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia (UPM) , Malaysia – sequence: 3 givenname: N B surname: Bakar fullname: Bakar, N B organization: Housing Research Centre, Department of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia (UPM) , Malaysia – sequence: 4 givenname: N A M surname: Nasir fullname: Nasir, N A M organization: Housing Research Centre, Department of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia (UPM) , Malaysia |
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Cites_doi | 10.1007/s42452-020-2195-4 10.1016/j.jmatprotec.2005.02.226 10.3390/recycling3010008 10.3390/ma15041596 10.1016/j.jclepro.2011.05.018 10.3390/ma15186222 |
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References | Suganya (JPCS_2521_1_012015bib11) 2018; 5 Correia (JPCS_2521_1_012015bib6) 2011; 19 Yazdanbakhsh (JPCS_2521_1_012015bib5) 2018; 3 Karuppannan Gopalraj (JPCS_2521_1_012015bib2) 2020; 2 Qaidi (JPCS_2521_1_012015bib1) 2022; 15 Broekel (JPCS_2521_1_012015bib4) 2005; 162-163 Gonçalves (JPCS_2521_1_012015bib3) 2022; 15 (JPCS_2521_1_012015bib9) 2019 Charak (JPCS_2521_1_012015bib7) 2021 Neville (JPCS_2521_1_012015bib10) 1997 (JPCS_2521_1_012015bib8) 2018 |
References_xml | – volume: 2 start-page: 433 year: 2020 ident: JPCS_2521_1_012015bib2 article-title: A review on the recycling of waste carbon fibre/glass fibre-reinforced composites: fibre recovery, properties and life-cycle analysis publication-title: SN Applied Sciences doi: 10.1007/s42452-020-2195-4 contributor: fullname: Karuppannan Gopalraj – volume: 162-163 start-page: 725 year: 2005 ident: JPCS_2521_1_012015bib4 article-title: The specialities of fibre-reinforced plastics in terms of product lifecycle management publication-title: Journal of Materials Processing Technology doi: 10.1016/j.jmatprotec.2005.02.226 contributor: fullname: Broekel – volume: 3 start-page: 8 year: 2018 ident: JPCS_2521_1_012015bib5 article-title: Review: Mechanical Processing of GFRP Waste into Large-Sized Pieces for Use in Concrete publication-title: Recycling doi: 10.3390/recycling3010008 contributor: fullname: Yazdanbakhsh – year: 1997 ident: JPCS_2521_1_012015bib10 contributor: fullname: Neville – volume: 15 start-page: 1596 year: 2022 ident: JPCS_2521_1_012015bib3 article-title: Recycling of Reinforced Glass Fibers Waste: Current Status publication-title: Materials doi: 10.3390/ma15041596 contributor: fullname: Gonçalves – volume: 5 start-page: 24114 year: 2018 ident: JPCS_2521_1_012015bib11 article-title: Performance of Concrete Using Waste Fiber Reinforced Polymer Powder as a Partial Replacement For Fine Aggregate publication-title: Materials Today: Proceedings contributor: fullname: Suganya – year: 2019 ident: JPCS_2521_1_012015bib9 – volume: 19 start-page: 1745 year: 2011 ident: JPCS_2521_1_012015bib6 article-title: Recycling of FRP composites: reusing fine GFRP waste in concrete mixtures publication-title: Journal of Cleaner Production doi: 10.1016/j.jclepro.2011.05.018 contributor: fullname: Correia – year: 2018 ident: JPCS_2521_1_012015bib8 – year: 2021 ident: JPCS_2521_1_012015bib7 contributor: fullname: Charak – volume: 15 start-page: 6222 year: 2022 ident: JPCS_2521_1_012015bib1 article-title: Concrete Containing Waste Glass as an Environmentally Friendly Aggregate: A Review on Fresh and Mechanical Characteristics publication-title: Materials doi: 10.3390/ma15186222 contributor: fullname: Qaidi |
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Snippet | Abstract
The proper disposal of fibre waste products is a significant issue for the GFRP industries; as a result, the reuse and recycling of these waste... The proper disposal of fibre waste products is a significant issue for the GFRP industries; as a result, the reuse and recycling of these waste products... |
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StartPage | 12015 |
SubjectTerms | Compressive strength Concrete properties Construction industry Fiber reinforced concretes Fiber reinforced polymers Glass fiber reinforced plastics Physics Tensile strength Thermosetting resins Workability |
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Title | Properties of concrete with glass fibre reinforced polymer waste as partial replacement of fine aggregate |
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