Behavior of Fibers in Geopolymer Concrete: A Comprehensive ReviewShow others and affiliations
2024 (English)In: Buildings, E-ISSN 2075-5309, Vol. 14, no 1, article id 136Article in journal (Refereed) Published
Abstract [en]
Over the last decades, cement has been observed to be the most adaptive material for global development in the construction industry. The use of ordinary concrete primarily requires the addition of cement. According to the record, there has been an increase in the direct carbon footprint during cement production. The International Energy Agency, IEA, is working toward net zero emissions by 2050. To achieve this target, there should be a decline in the clinker-to-cement ratio. Also, the deployment of innovative technologies is required in the production of cement. The use of alternative binding materials can be an easy solution. There are several options for a substitute to cement as a binding agent, which are available commercially. Non-crystalline alkali-aluminosilicate geopolymers have gained the attention of researchers over time. Geopolymer concrete uses byproduct waste to reduce direct carbon dioxide emissions during production. Despite being this advantageous, its utilization is still limited as it shows the quasi-brittle behavior. Using different fibers has been started to overcome this weakness. This article emphasizes and reviews various mechanical properties of fiber-reinforced geopolymer concrete, focusing on its development and implementation in a wide range of applications. This study concludes that the use of fiber-reinforced geopolymer concrete should be commercialized after the establishment of proper standards for manufacturing.
Place, publisher, year, edition, pages
MDPI , 2024. Vol. 14, no 1, article id 136
Keywords [en]
geopolymer concrete; fiber-reinforced concrete; mechanical behavior; microstructural analysis; compressive strength; flexural strength
National Category
Civil Engineering
Identifiers
URN: urn:nbn:se:hig:diva-43515DOI: 10.3390/buildings14010136ISI: 001149406300001Scopus ID: 2-s2.0-85183356847OAI: oai:DiVA.org:hig-43515DiVA, id: diva2:1824310
2024-01-042024-01-042024-02-09Bibliographically approved