Strain-hardening Behaviour of Hybrid Fiber Reinforced Cement Composites

This paper reports the results of an experimental study on the strain-hardening behaviour of hybrid fibre reinforced cement composite under four-point bending. Two types of fibres (steel and PVA) were used as hybrid reinforcement in several volume fractions. The total volume fraction of fibres was k...

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Main Authors: Ahmed, Shaikh, Maalej, M., Paramasivam, P.
Format: Journal Article
Published: International Ferrocement Information Center 2003
Subjects:
Online Access:http://hdl.handle.net/20.500.11937/14215
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author Ahmed, Shaikh
Maalej, M.
Paramasivam, P.
author_facet Ahmed, Shaikh
Maalej, M.
Paramasivam, P.
author_sort Ahmed, Shaikh
building Curtin Institutional Repository
collection Online Access
description This paper reports the results of an experimental study on the strain-hardening behaviour of hybrid fibre reinforced cement composite under four-point bending. Two types of fibres (steel and PVA) were used as hybrid reinforcement in several volume fractions. The total volume fraction of fibres was kept constant at 2.5% to maintain a workable mix. Effect of both high volume fly ash (used as partial replacement of cement) and fibre aspect ratio on the strain- hardening behaviour was investigated. Among composites with different volume ratios of steel and PVA fibres, the composite with 1% steel and 1.5% PVA was found to show the highest flexural strength and deflection capacity. Ultimate flexural strength values as high as 11.2 MPa and toughness indices as high as 135 have been achieved. Strain-hardening behaviour and multiple cracking were observed in all hybridfibre composites
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format Journal Article
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institution Curtin University Malaysia
institution_category Local University
last_indexed 2025-11-14T07:07:01Z
publishDate 2003
publisher International Ferrocement Information Center
recordtype eprints
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spelling curtin-20.500.11937-142152017-01-30T11:42:12Z Strain-hardening Behaviour of Hybrid Fiber Reinforced Cement Composites Ahmed, Shaikh Maalej, M. Paramasivam, P. Fracture mechanics Steel fiber Fly ash Fiber reinforced cement Stress strain relation Formulation Composite material Hardening Bending strength Experimental study Deformation Fracture toughness Volume fraction This paper reports the results of an experimental study on the strain-hardening behaviour of hybrid fibre reinforced cement composite under four-point bending. Two types of fibres (steel and PVA) were used as hybrid reinforcement in several volume fractions. The total volume fraction of fibres was kept constant at 2.5% to maintain a workable mix. Effect of both high volume fly ash (used as partial replacement of cement) and fibre aspect ratio on the strain- hardening behaviour was investigated. Among composites with different volume ratios of steel and PVA fibres, the composite with 1% steel and 1.5% PVA was found to show the highest flexural strength and deflection capacity. Ultimate flexural strength values as high as 11.2 MPa and toughness indices as high as 135 have been achieved. Strain-hardening behaviour and multiple cracking were observed in all hybridfibre composites 2003 Journal Article http://hdl.handle.net/20.500.11937/14215 International Ferrocement Information Center restricted
spellingShingle Fracture mechanics
Steel fiber
Fly ash
Fiber reinforced cement
Stress strain relation
Formulation
Composite material
Hardening
Bending strength
Experimental study
Deformation
Fracture toughness
Volume fraction
Ahmed, Shaikh
Maalej, M.
Paramasivam, P.
Strain-hardening Behaviour of Hybrid Fiber Reinforced Cement Composites
title Strain-hardening Behaviour of Hybrid Fiber Reinforced Cement Composites
title_full Strain-hardening Behaviour of Hybrid Fiber Reinforced Cement Composites
title_fullStr Strain-hardening Behaviour of Hybrid Fiber Reinforced Cement Composites
title_full_unstemmed Strain-hardening Behaviour of Hybrid Fiber Reinforced Cement Composites
title_short Strain-hardening Behaviour of Hybrid Fiber Reinforced Cement Composites
title_sort strain-hardening behaviour of hybrid fiber reinforced cement composites
topic Fracture mechanics
Steel fiber
Fly ash
Fiber reinforced cement
Stress strain relation
Formulation
Composite material
Hardening
Bending strength
Experimental study
Deformation
Fracture toughness
Volume fraction
url http://hdl.handle.net/20.500.11937/14215