Numerical and experimental studies on sustainable alkali activated concretes at elevated temperatures

dc.contributor.authorYaragal, S.C.
dc.contributor.authorKumar, B.
dc.contributor.authorAbhinav, M.U.
dc.date.accessioned2026-02-04T12:25:56Z
dc.date.issued2023
dc.description.abstractPurpose: To reduce environmental impact caused by excessive use of ordinary Portland cement (OPC) and to mitigate scarcity of base materials such as natural coarse aggregate (NCA), industrial by-products can be carefully used as alternatives to OPC and NCA, in production of concrete. This paper aims to describe the performance of using ground granulated blast furnace slag (GGBS), fly ash (FA) as a complete replacement to OPC and ferrochrome slag (FCS) as replacement to NCA in production of novel FCS based alkali activated slag/fly ash concretes (AASFC) and evaluate their performance at elevated temperatures. Design/methodology/approach: Two control factors with three levels each i.e. FA (0, 25 and 50 per cent by weight) and FCS (0, 50 and 100 per cent by volume) as a GGBS and NCA replacement, respectively, were adopted in AASFC mixtures. Further, AASFC mixture specimens were subjected to different levels of elevated temperature, i.e. 200°C, 400°C, 600°C and 800°C. Compressive strength and residual compressive strength were considered as responses. Three different optimization techniques i.e. gray relational analysis, technique for order preference by similarity to ideal solution and Desirability function approach were used to optimize AASFC mixtures subjected to elevated temperatures. Findings: As FA replacement increases in FCS based AASFC mixtures, workability increases and compressive strength decreases. The introduction of FCS as replacement to NCA in AASFC mixture did not show any significant change in compressive strength under ambient condition. AASFC produced with 75 per cent GGBS, 25 per cent FA and 100 per cent FCS was found to have excellent elevated temperature enduring properties among all other AASFC mixtures studied. Originality/value: Although several studies are available on using GGBS, FA and FCS in production of OPC-based concretes, present study reports the performance of novel FCS based AASFC mixtures subjected to elevated temperatures. Further, GGBS, FA and FCS used in the present investigation significantly reduces CO<inf>2</inf> emission and environmental degradation associated with OPC production and NCA extraction, respectively. © 2019, Emerald Publishing Limited.
dc.identifier.citationJournal of Structural Fire Engineering, 2023, 14, 4, pp. 425-440
dc.identifier.issn20402317
dc.identifier.urihttps://doi.org/10.1108/JSFE-02-2019-0014
dc.identifier.urihttps://idr.nitk.ac.in/handle/123456789/21619
dc.publisherEmerald Publishing
dc.subjectBlast furnaces
dc.subjectCompressive strength
dc.subjectConcrete aggregates
dc.subjectConcrete mixtures
dc.subjectConcrete products
dc.subjectMixtures
dc.subjectPortland cement
dc.subjectSlags
dc.subjectAlkali activated slag/fly ash concrete
dc.subjectAlkali activated slags
dc.subjectCoarse aggregates
dc.subjectDesirability function approach
dc.subjectElevated temperature
dc.subjectFerrochrome slags
dc.subjectFly ash concretes
dc.subjectGrey relational analysis
dc.subjectResidual compressive strength
dc.subjectTechnique for order preference by similarities to ideal solutions
dc.subjectFly ash
dc.titleNumerical and experimental studies on sustainable alkali activated concretes at elevated temperatures

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