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The performance of Fly ash and Metakaolin concrete at elevated temperatures

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dc.contributor.author Nadeem, Abid
dc.contributor.author Memon, Shazim Ali
dc.contributor.author Lo, Tommy Yiu
dc.creator Abid, Nadeem
dc.date.accessioned 2017-12-15T06:19:18Z
dc.date.available 2017-12-15T06:19:18Z
dc.date.issued 2014-07-15
dc.identifier DOI:10.1016/j.conbuildmat.2014.02.073
dc.identifier.citation Abid Nadeem, Shazim Ali Memon, Tommy Yiu Lo, The performance of Fly ash and Metakaolin concrete at elevated temperatures, In Construction and Building Materials, Volume 62, 2014, Pages 67-76 en_US
dc.identifier.issn 09500618
dc.identifier.uri https://www.sciencedirect.com/science/article/pii/S0950061814002360
dc.identifier.uri http://nur.nu.edu.kz/handle/123456789/2942
dc.description.abstract Abstract Ordinary concrete is generally considered to have satisfactory fire resistance but when it comes to high strength concrete it shows extensive damage or even catastrophic failure at elevated temperatures. This research work was carried out to evaluate the performance of High Performance Concrete (HPC) made with Fly ash (FA) and Metakaolin (MK) at elevated temperatures. Variables of the test program include partial replacement of cement with MK from 5% to 20%, FA from 20% to 60%, temperatures from 27°C to 800°C and two types of cooling methods (in air and water). The mechanical performance was assessed from compressive strength while the durability was assessed from chloride permeability and water sorptivity tests. Mass loss at elevated temperatures was also determined. Moreover, quantitative analysis of the SEM images on selected concrete specimens was performed using Image Pro-plus software.Test results showed degradation in the mechanical and durability properties of HPC at elevated temperatures. Quick cooling produced greater loss in compressive strength than slow cooling. This is because of the effect of thermal shock which was more pronounced at 400°C. From the standpoint of durability, all mixes showed major increase in charge pass and sorptivity values in between 400°C and 600°C. Therefore, 400°C could be regarded as the critical temperature for change in the properties of HPC. Quantitative analysis of the SEM images of Interfacial Transition Zone (ITZ) indicated that pore area fraction increased with the increase in temperature. This resulted in the degradation of microstructure and affected the strength and durability of concrete. In general, at temperatures (400°C and above) FA20 showed better performance while MK mixes (MK10 and MK20) showed higher degradation in terms of durability. This gives an indication that MK mixes should be used with care especially in structures which may be subjected to temperature of 400°C and above. en_US
dc.language.iso en en_US
dc.publisher Construction and Building Materials en_US
dc.relation.ispartof Construction and Building Materials
dc.subject Elevated temperature en_US
dc.subject Fly ash en_US
dc.subject Metakaolin en_US
dc.subject Compressive strength en_US
dc.subject Thermal shock en_US
dc.subject Interfacial transition zone en_US
dc.title The performance of Fly ash and Metakaolin concrete at elevated temperatures en_US
dc.type Article en_US
dc.rights.license Copyright © 2014 Elsevier Ltd. All rights reserved.
elsevier.identifier.doi 10.1016/j.conbuildmat.2014.02.073
elsevier.identifier.eid 1-s2.0-S0950061814002360
elsevier.identifier.pii S0950-0618(14)00236-0
elsevier.identifier.scopusid 84905056331
elsevier.volume 62
elsevier.coverdate 2014-07-15
elsevier.coverdisplaydate 15 July 2014
elsevier.startingpage 67
elsevier.endingpage 76
elsevier.openaccess 0
elsevier.openaccessarticle false
elsevier.openarchivearticle false
elsevier.teaser Ordinary concrete is generally considered to have satisfactory fire resistance but when it comes to high strength concrete it shows extensive damage or even catastrophic failure at elevated temperatures....
elsevier.aggregationtype Journal
workflow.import.source science


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