Ductile behavior of polyethylene fibre reinforced geopolymer composite

This paper presents the effects of various volume fractions of polyethylene (PE) fibres of 0.5%, 1%, 1.5% and 2% on tensile, flexure and compressive behavior of PE fibres reinforced geopolymer composites (PE-FRGC). Results show that the 1% PE fibre by volume is the optimum fibre volume fraction for...

Full description

Bibliographic Details
Main Authors: Ahmed Shaikh Faiz Uddin, Ronnie Zammar
Format: Article
Language:English
Published: EDP Sciences 2017-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/20179701047
_version_ 1818615146312892416
author Ahmed Shaikh Faiz Uddin
Ronnie Zammar
author_facet Ahmed Shaikh Faiz Uddin
Ronnie Zammar
author_sort Ahmed Shaikh Faiz Uddin
collection DOAJ
description This paper presents the effects of various volume fractions of polyethylene (PE) fibres of 0.5%, 1%, 1.5% and 2% on tensile, flexure and compressive behavior of PE fibres reinforced geopolymer composites (PE-FRGC). Results show that the 1% PE fibre by volume is the optimum fibre volume fraction for fly ash geopolymer composite, which exhibit superior strain and deflection hardening behavior in uni-axial tension and three-point bending, respectively. Results also show that the compressive strength of the composites decreases with increase in volume fractions of PE fibre. The fibre surface examination of PE fibre in the gopolymer matrix using scanning electron microscope (SEM) and energy dispersive spectroscopy (EDS) revealed no significant damage of PE fibre in the alkaline geopolymer matrix.
first_indexed 2024-12-16T16:29:16Z
format Article
id doaj.art-38b4fd8b08104a948c84d7f8f4ebf818
institution Directory Open Access Journal
issn 2261-236X
language English
last_indexed 2024-12-16T16:29:16Z
publishDate 2017-01-01
publisher EDP Sciences
record_format Article
series MATEC Web of Conferences
spelling doaj.art-38b4fd8b08104a948c84d7f8f4ebf8182022-12-21T22:24:38ZengEDP SciencesMATEC Web of Conferences2261-236X2017-01-01970104710.1051/matecconf/20179701047matecconf_etic2017_01047Ductile behavior of polyethylene fibre reinforced geopolymer compositeAhmed Shaikh Faiz Uddin0Ronnie Zammar1Dept. of Civil Engineering, Curtin UniversityDept. of Civil Engineering, Curtin UniversityThis paper presents the effects of various volume fractions of polyethylene (PE) fibres of 0.5%, 1%, 1.5% and 2% on tensile, flexure and compressive behavior of PE fibres reinforced geopolymer composites (PE-FRGC). Results show that the 1% PE fibre by volume is the optimum fibre volume fraction for fly ash geopolymer composite, which exhibit superior strain and deflection hardening behavior in uni-axial tension and three-point bending, respectively. Results also show that the compressive strength of the composites decreases with increase in volume fractions of PE fibre. The fibre surface examination of PE fibre in the gopolymer matrix using scanning electron microscope (SEM) and energy dispersive spectroscopy (EDS) revealed no significant damage of PE fibre in the alkaline geopolymer matrix.https://doi.org/10.1051/matecconf/20179701047
spellingShingle Ahmed Shaikh Faiz Uddin
Ronnie Zammar
Ductile behavior of polyethylene fibre reinforced geopolymer composite
MATEC Web of Conferences
title Ductile behavior of polyethylene fibre reinforced geopolymer composite
title_full Ductile behavior of polyethylene fibre reinforced geopolymer composite
title_fullStr Ductile behavior of polyethylene fibre reinforced geopolymer composite
title_full_unstemmed Ductile behavior of polyethylene fibre reinforced geopolymer composite
title_short Ductile behavior of polyethylene fibre reinforced geopolymer composite
title_sort ductile behavior of polyethylene fibre reinforced geopolymer composite
url https://doi.org/10.1051/matecconf/20179701047
work_keys_str_mv AT ahmedshaikhfaizuddin ductilebehaviorofpolyethylenefibrereinforcedgeopolymercomposite
AT ronniezammar ductilebehaviorofpolyethylenefibrereinforcedgeopolymercomposite