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...
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Format: | Article |
Language: | English |
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EDP Sciences
2017-01-01
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Series: | MATEC Web of Conferences |
Online Access: | https://doi.org/10.1051/matecconf/20179701047 |
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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 |