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Review on Mechanical Properties of Metakaolin Geopolymer Concrete by Inclusion of Steel Fibers

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Języki publikacji
EN
Abstrakty
EN
This study summarised the recent achievement in developing fiber reinforced geopolymer concrete. The factor of replacing Ordinary Portland Cement (OPC) which is due to the emission of carbon dioxide that pollutes the environment globally is well discussed. The introduction towards metakaolin is presented. Besides, the current research trend involved in geopolymer also has been reviewed for the current 20 years to study the interest of researchers over the world by year. Factors that contribute to the frequency of geopolymer research are carried out which are cost, design, and the practicality of the application for geopolymer concrete. Besides, the importance of steel fibers addition to the geopolymer concrete is also well discussed. The fundamental towards metakaolin has been introduced including the source of raw material, which is calcined kaolin, calcined temperature, chemical composition, geopolymerisation process, and other properties. Alkali activators which are mixing solution between sodium hydroxide (NaOH) and sodium silicate (Na2SiO3) have been reviewed. The mechanical properties of fibers reinforced metakaolin-based geopolymer concrete which is compressive and flexural are thoroughly reviewed. The compressive and flexural strength of fiber-reinforced metakaolin geopolymer concrete shows some improvement to the addition of steel fibers. The reviews in this field demonstrate that reinforcement of metakaolin geopolymer concrete by steel fibers shows improvement in mechanical performance.
Twórcy
  • University Malaysia Perlis, Faculty of Chemical Engineering Technology, Center of Excellent Geopolymer and Green Technology, Perlis, Malaysia
  • University Malaysia Perlis (UniMAP), Faculty of Mechanical Engineering Technology, Perlis, Malaysia
  • University Malaysia Perlis, Faculty of Chemical Engineering Technology, Center of Excellent Geopolymer and Green Technology, Perlis, Malaysia
  • University Malaysia Perlis (UniMAP), Faculty of Chemical Engineering Technology, Perlis, Malaysia
  • University Putra Malaysia, Department of Civil Engineering, Selangor, Malaysia
  • University Malaysia Perlis, Faculty of Chemical Engineering Technology, Center of Excellent Geopolymer and Green Technology, Perlis, Malaysia
  • University Malaysia Perlis (UniMAP), Faculty of Mechanical Engineering Technology, Perlis, Malaysia
  • University Malaysia Perlis, Faculty of Chemical Engineering Technology, Center of Excellent Geopolymer and Green Technology, Perlis, Malaysia
  • University Malaysia Perlis (UniMAP), Faculty of Mechanical Engineering Technology, Perlis, Malaysia
  • Universitas Negeri Makasssar, Faculty of Mathematics and Natural Sciences, Indonesia
  • Gheorge Asachi Technical University of Lasi, Faculty of Materials Science and Engineering, Lasi, Romania
  • University Malaysia Perlis, Faculty of Chemical Engineering Technology, Center of Excellent Geopolymer and Green Technology, Perlis, Malaysia
  • University Malaysia Perlis (UniMAP), Faculty of Chemical Engineering Technology, Perlis, Malaysia
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Uwagi
1. This research was funded and supported by the Centre of Excellent Geopolymer & Green Technology (CEGeoGTech) and University Malaysia Perlis (UniMAP), Malaysia.
2. Opracowanie rekordu ze środków MNiSW, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2024).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-d1e9b9cc-2ce8-45c8-a423-09ed9526a858
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