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dc.contributor.authorSadiq, K.
dc.contributor.authorBzeni, D.
dc.contributor.authorShaikh, Faiz
dc.date.accessioned2017-01-30T10:43:43Z
dc.date.available2017-01-30T10:43:43Z
dc.date.created2016-02-04T19:30:31Z
dc.date.issued2015
dc.identifier.citationSadiq, K. and Bzeni, D. and Shaikh, F. 2015. Deflection hardening behaviour of jute strands reinforced lightweight cementitious composite. Construction and Building Materials. 96: pp. 102-111.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/5079
dc.identifier.doi10.1016/j.conbuildmat.2015.08.004
dc.description.abstract

This paper presents deflection hardening behaviour of jute strands reinforced lightweight cementitious composite under flexural loading. The effects of volume fractions of jute strands and the amount of lightweight fine aggregate (LWFA) as partial replacement of natural fine aggregate (NFA) on the deflection hardening and multiple cracking behaviour are also evaluated in this study. Five different types of mortars containing 0%, 50%, 75%, 100% and 150% (by wt.) light weight fine aggregates are produced. Jute strands reinforced cement composites containing four different volume fractions of jute strands of 2%, 4%, 6% and 8% are prepared using each type of light weight mortar. The specimens were tested in third-point loading and the results show deflection hardening with multiple cracking of jute strand reinforced lightweight cement composites. The composites also show high toughness and toughness indices values, indicating the potential of this environmental friendly highly ductile composite in building and construction applications.

dc.publisherELSEVIER SCI LTD
dc.titleDeflection hardening behaviour of jute strands reinforced lightweight cementitious composite
dc.typeJournal Article
dcterms.source.volume96
dcterms.source.startPage102
dcterms.source.endPage111
dcterms.source.issn0950-0618
dcterms.source.titleConstruction and Building Materials
curtin.departmentDepartment of Civil Engineering
curtin.accessStatusFulltext not available


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