The investigation on strength and flexural toughness of fibre cocktail reinforced self-compacting high performance concrete

dc.contributor.authorDing Yining
dc.contributor.authorZhang Yulin
dc.contributor.authorThomas, A.
dc.date.accessioned2010-12-22T18:44:32Z
dc.date.available2010-12-22T18:44:32Z
dc.date.issued2009
dc.description.abstractBased on the experimental results of the workability, the suitable fibre types (steel fibres, PP-fibres and fibre cocktail) and fibre dosages for fibre-reinforced-self-compacting-high-performance-concrete (FRSCHPC) were selected. To assess the influences of different fibres on the compressive strength, flexural toughness and failure patterns of beams and slabs, a series of experiments has been carried out and evaluated. The results show that the fibre cocktail – a combination of steel fibres and PP-fibres – can represent an optimal fibre reinforcement for self-compacting-high-performance-concrete.por
dc.description.sponsorshipChinese National Science Foundationpor
dc.distributioninternationalpor
dc.identifier.citation"Construction and Building Materials". ISSN 0950-0618. 23:1 (2009) 448-452.por
dc.identifier.doi10.1016/j.conbuildmat.2007.11.006por
dc.identifier.issn0950-0618por
dc.identifier.urihttps://hdl.handle.net/1822/11397
dc.language.isoengpor
dc.peerreviewedyespor
dc.publisherElsevierpor
dc.relation.publisherversionwww.elsevier.compor
dc.rightsopenAccesspor
dc.subjectCompressive strengthpor
dc.subjectFlexural toughnesspor
dc.subjectFibre cocktailpor
dc.subjectFailure patternpor
dc.subjectFRSCHPCpor
dc.subjectFRSCHPC, Compressive strengthpor
dc.subject.wosScience & Technologypor
dc.titleThe investigation on strength and flexural toughness of fibre cocktail reinforced self-compacting high performance concretepor
dc.typearticlepor
dspace.entity.typePublicationen
oaire.citationEndPage452por
oaire.citationIssue1por
oaire.citationStartPage448por
oaire.citationVolume23por
sdum.journalConstruction and Building Materialspor
sdum.number1por
sdum.pagination448-452por
sdum.publicationstatuspublishedpor
sdum.volume23por

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