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dc.contributor.authorSarker, Prabir
dc.contributor.authorRamgolam, K.
dc.contributor.editorDirch H Bager and Johan Silfwerbrand
dc.date.accessioned2017-01-30T11:40:37Z
dc.date.available2017-01-30T11:40:37Z
dc.date.created2013-03-03T20:00:23Z
dc.date.issued2012
dc.identifier.citationSarker, Prabir K. and Ramgolam, Karamchand V. 2012. Fracture energy of geopolymer concrete, in Bager, D.H. and Silfwerbrand, J. (ed), Proceedings of the FIB Symposium: Concrete Structures for Sustainable Community, Jun 11-14 2012, pp. 37-30. Stockholm, Sweden: Royal Institute of Technology.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/13967
dc.description.abstract

Use of fly ash based geopolymer as an alternative binder can help reduce CO2 emission of concrete. Effect of the geopolymer binder on fracture energy of concrete (GPC) has been investigated by testing both geopolymer and ordinary portland cement (OPC) concrete notched beams in accordance with the recommendations of RILEM TC 50 – FMC. The fracture failures of the GPC specimens were more brittle with relatively smooth fracture planes as compared to the OPC concrete specimens. Fracture energy of geopolymer concrete tends to be higher than OPC concrete for high compressive strengths.

dc.publisherRoyal Institute of Technology
dc.relation.urihttp://www.fib-international.org/proceedings-of-previous-conferences
dc.subjectfly ash
dc.subjectBrittleness
dc.subjectfracture
dc.subjectgeopolymer concrete
dc.titleFracture energy of geopolymer concrete
dc.typeConference Paper
dcterms.source.titleProceedings of the FIB Symposium Stockholm 2012
dcterms.source.seriesProceedings of the FIB Symposium Stockholm 2012
dcterms.source.isbn978-91-980098-1-1
dcterms.source.conferenceFIB Symposium Stockholm: Concrete Structures for Sustainable Community
dcterms.source.conference-start-dateJun 11 2012
dcterms.source.conferencelocationStockholm, Sweden
dcterms.source.placeStockholm, Sweden
curtin.note

This conference paper is a publication of a conference proceeding.

curtin.department
curtin.accessStatusOpen access


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