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dc.contributor.authorOmar A., Abdulkareem
dc.contributor.authorMohd Mustafa Al-Bakri, Abdullah
dc.contributor.authorKamarudin, Hussin, Brig. Jen. Dato' Prof. Dr.
dc.contributor.authorKhairul Nizar, Ismail, Assoc. Prof. Dr.
dc.date.accessioned2014-05-05T02:12:20Z
dc.date.available2014-05-05T02:12:20Z
dc.date.issued2014
dc.identifier.citationOmar A. Abdulkareem et al., Key Engineering Materials, vol.594-595, 2014, pages 427-432en_US
dc.identifier.issn1662-9795
dc.identifier.urihttp://dspace.unimap.edu.my:80/dspace/handle/123456789/34225
dc.descriptionLink to publisher's homepage at http://www.ttp.net/en_US
dc.description.abstractThis paper reports the fire resistance property of a lightweight aggregate geopolymer concrete (LWAGC) material synthesized by the alkali-activation of locally source fly ash (FA) after exposed to elevated temperatures ranged of 100 °C to 800 °C. The results illustrates that the concrete gained a compressive strength after exposing to elevated temperatures of 100, 200 and 300 °C. Afterward, the strength of the LWAGC is started to deteriorate after exposing to elevated temperatures ranged of 400 °C to 800 °C, due to the difference in thermal expansion between the geopolymeric paste and LWA as well as to the evaporation of the structural water which increased the thermal shrinkage.en_US
dc.language.isoenen_US
dc.publisherTrans Tech Publicationsen_US
dc.subjectCompressive strengthen_US
dc.subjectElevated temperaturesen_US
dc.subjectGeopolymeren_US
dc.subjectLightweight geopolymer concreteen_US
dc.titleFire resistance evaluation of lightweight geopolymer concrete system exposed to elevated temperatures of 100-800 °Cen_US
dc.typeArticleen_US
dc.identifier.urlhttp://www.scientific.net/KEM.594-595.427
dc.identifier.doi10.4028/www.scientific.net/KEM.594-595.427
dc.contributor.urleng.omar83@yahoo.comen_US


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