Strain hardening behaviour of polyethylene fibre reinforced ambient air cured geopolymer composite

This paper presents experimental investigation on strain hardening and deflection hardening behaviour of polyethylene (PE) fibre reinforced ambient air cured geopolymer composite. Comparison is also made with its counterpart ordinary Portland cement (OPC) based composite. The effect of different vol...

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Main Authors: Shaikh, Faiz, Fairchild, A.
Format: Journal Article
Published: 2018
Online Access:http://hdl.handle.net/20.500.11937/61349
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author Shaikh, Faiz
Fairchild, A.
author_facet Shaikh, Faiz
Fairchild, A.
author_sort Shaikh, Faiz
building Curtin Institutional Repository
collection Online Access
description This paper presents experimental investigation on strain hardening and deflection hardening behaviour of polyethylene (PE) fibre reinforced ambient air cured geopolymer composite. Comparison is also made with its counterpart ordinary Portland cement (OPC) based composite. The effect of different volume fractions of PE fibre on compressive strength, strain hardening and deflection hardening behaviour of above two composites is evaluated and a critical volume fraction of PE fibre for strain hardening and multiple cracking behaviour is identified. Results show that ambient air cured geopolymer composites exhibited better strain hardening, deflection hardening and multiple cracking behaviour than its counterpart OPC based composite containing same volume fraction of PE fibre. Compressive strength of OPC composite is higher than that of geopolymer composite. PF fibre volume fraction of 0.75–1.0% exhibited optimum fibre content for strain and deflection hardening behaviour of both composites.
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institution Curtin University Malaysia
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last_indexed 2025-11-14T10:19:38Z
publishDate 2018
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spelling curtin-20.500.11937-613492018-07-04T01:56:29Z Strain hardening behaviour of polyethylene fibre reinforced ambient air cured geopolymer composite Shaikh, Faiz Fairchild, A. This paper presents experimental investigation on strain hardening and deflection hardening behaviour of polyethylene (PE) fibre reinforced ambient air cured geopolymer composite. Comparison is also made with its counterpart ordinary Portland cement (OPC) based composite. The effect of different volume fractions of PE fibre on compressive strength, strain hardening and deflection hardening behaviour of above two composites is evaluated and a critical volume fraction of PE fibre for strain hardening and multiple cracking behaviour is identified. Results show that ambient air cured geopolymer composites exhibited better strain hardening, deflection hardening and multiple cracking behaviour than its counterpart OPC based composite containing same volume fraction of PE fibre. Compressive strength of OPC composite is higher than that of geopolymer composite. PF fibre volume fraction of 0.75–1.0% exhibited optimum fibre content for strain and deflection hardening behaviour of both composites. 2018 Journal Article http://hdl.handle.net/20.500.11937/61349 10.1007/978-94-024-1194-2_19 restricted
spellingShingle Shaikh, Faiz
Fairchild, A.
Strain hardening behaviour of polyethylene fibre reinforced ambient air cured geopolymer composite
title Strain hardening behaviour of polyethylene fibre reinforced ambient air cured geopolymer composite
title_full Strain hardening behaviour of polyethylene fibre reinforced ambient air cured geopolymer composite
title_fullStr Strain hardening behaviour of polyethylene fibre reinforced ambient air cured geopolymer composite
title_full_unstemmed Strain hardening behaviour of polyethylene fibre reinforced ambient air cured geopolymer composite
title_short Strain hardening behaviour of polyethylene fibre reinforced ambient air cured geopolymer composite
title_sort strain hardening behaviour of polyethylene fibre reinforced ambient air cured geopolymer composite
url http://hdl.handle.net/20.500.11937/61349