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dc.contributor.authorSarker, Prabir
dc.contributor.authorMcBeath, S.
dc.date.accessioned2017-01-30T15:19:25Z
dc.date.available2017-01-30T15:19:25Z
dc.date.created2015-07-16T06:21:59Z
dc.date.issued2015
dc.identifier.citationSarker, P. and McBeath, S. 2015. Fire endurance of steel reinforced fly ash geopolymer concrete elements. Construction and Building Materials. 90: pp. 91-98.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/45232
dc.identifier.doi10.1016/j.conbuildmat.2015.04.054
dc.description.abstract

As a new alternative to OPC, investigation into the fire endurance of geopolymer concrete is of utmost importance in order to ensure safety. Geopolymer and OPC concrete panels of 125–175 mm thickness containing a layer of steel mesh were exposed to fire for 2 h. Test results show higher heat transfer rate and less cracking and spalling in the geopolymer concrete specimens. The residual load capacity was between 61% and 71% for the geopolymer and between 50% and 53% for the OPC concrete panels. Thus, the reinforced geopolymer concrete elements demonstrated superior fire endurance than the OPC counterparts.

dc.publisherELSEVIER
dc.subjectFire endurance
dc.subjectResidual strength
dc.subjectFly ash
dc.subjectSpalling
dc.subjectReinforced geopolymer concrete
dc.titleFire endurance of steel reinforced fly ash geopolymer concrete elements
dc.typeJournal Article
dcterms.source.volume90
dcterms.source.startPage91
dcterms.source.endPage98
dcterms.source.issn0950-0618
dcterms.source.titleConstruction and Building Materials
curtin.departmentDepartment of Civil Engineering
curtin.accessStatusOpen access


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