Deflection hardening behaviour of jute strands reinforced lightweight cementitious composite

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 d...

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Main Authors: Sadiq, K., Bzeni, D., Shaikh, Faiz
Format: Journal Article
Published: ELSEVIER SCI LTD 2015
Online Access:http://hdl.handle.net/20.500.11937/5079
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author Sadiq, K.
Bzeni, D.
Shaikh, Faiz
author_facet Sadiq, K.
Bzeni, D.
Shaikh, Faiz
author_sort Sadiq, K.
building Curtin Institutional Repository
collection Online Access
description 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.
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institution Curtin University Malaysia
institution_category Local University
last_indexed 2025-11-14T06:05:34Z
publishDate 2015
publisher ELSEVIER SCI LTD
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spelling curtin-20.500.11937-50792019-04-15T06:46:21Z Deflection hardening behaviour of jute strands reinforced lightweight cementitious composite Sadiq, K. Bzeni, D. Shaikh, Faiz 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. 2015 Journal Article http://hdl.handle.net/20.500.11937/5079 10.1016/j.conbuildmat.2015.08.004 ELSEVIER SCI LTD restricted
spellingShingle Sadiq, K.
Bzeni, D.
Shaikh, Faiz
Deflection hardening behaviour of jute strands reinforced lightweight cementitious composite
title Deflection hardening behaviour of jute strands reinforced lightweight cementitious composite
title_full Deflection hardening behaviour of jute strands reinforced lightweight cementitious composite
title_fullStr Deflection hardening behaviour of jute strands reinforced lightweight cementitious composite
title_full_unstemmed Deflection hardening behaviour of jute strands reinforced lightweight cementitious composite
title_short Deflection hardening behaviour of jute strands reinforced lightweight cementitious composite
title_sort deflection hardening behaviour of jute strands reinforced lightweight cementitious composite
url http://hdl.handle.net/20.500.11937/5079