Behaviour of ultra high performance fibre- reinforced cementitious composite for enhancing the fire endurance of structural members / Sobia Anwar Qazi

Fibre-reinforced polymer (FRP) strengthened and unstrengthened reinforced concrete (RC) structures are susceptible to intense deterioration when exposed to elevated temperatures, particularly in the incident of fire. FRP has the tendency to lose bond with the substrate due to the low glass transitio...

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Main Author: Anwar Qazi, Sobia
Format: Book Section
Language:English
Published: Institute of Graduate Studies, UiTM 2016
Subjects:
Online Access:https://ir.uitm.edu.my/id/eprint/20115/
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author Anwar Qazi, Sobia
author_facet Anwar Qazi, Sobia
author_sort Anwar Qazi, Sobia
building UiTM Institutional Repository
collection Online Access
description Fibre-reinforced polymer (FRP) strengthened and unstrengthened reinforced concrete (RC) structures are susceptible to intense deterioration when exposed to elevated temperatures, particularly in the incident of fire. FRP has the tendency to lose bond with the substrate due to the low glass transition temperature (Tg) of epoxy; the key component of FRP matrix. Previously, various types of high performance cementitious composites (HPCC) were explored for the protection of RC structural members against elevated temperature. However, there is an inadequate information on the influence of elevated temperature on the ultra high performance fibre- reinforced cementitious composites (UHPFRCC) containing ground granulated blast furnace slag (GGBS) and/or fly ash (FA) as a replacement of high alumina cement (HAC) in conjunction with hybrid fibres (basalt and polypropylene (PP) fibres). This could be a prospective fire resisting material for the structural components. The influence of elevated temperatures on the compressive, flexural and tensile strength of UHPFRCC, made of HAC-GGBS and hybrid fibres, was examined in this study along with complete microstructural, chemical and thermal analysis. Total fourteen (14) mixes were developed. Besides control sample (without fibres), three other samples, containing 0.5%, 1% and 1.5% of basalt fibres by total weight of mix and 1 kg/m3 of PP fibres, were prepared and tested. Another mix was also prepared with only 1 kg/m3 of PP fibres. Nine (9) more mixes were developed with the replacement of GGBS with FA…
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spelling uitm-201152018-06-11T04:09:46Z https://ir.uitm.edu.my/id/eprint/20115/ Behaviour of ultra high performance fibre- reinforced cementitious composite for enhancing the fire endurance of structural members / Sobia Anwar Qazi Anwar Qazi, Sobia Malaysia Fibre-reinforced polymer (FRP) strengthened and unstrengthened reinforced concrete (RC) structures are susceptible to intense deterioration when exposed to elevated temperatures, particularly in the incident of fire. FRP has the tendency to lose bond with the substrate due to the low glass transition temperature (Tg) of epoxy; the key component of FRP matrix. Previously, various types of high performance cementitious composites (HPCC) were explored for the protection of RC structural members against elevated temperature. However, there is an inadequate information on the influence of elevated temperature on the ultra high performance fibre- reinforced cementitious composites (UHPFRCC) containing ground granulated blast furnace slag (GGBS) and/or fly ash (FA) as a replacement of high alumina cement (HAC) in conjunction with hybrid fibres (basalt and polypropylene (PP) fibres). This could be a prospective fire resisting material for the structural components. The influence of elevated temperatures on the compressive, flexural and tensile strength of UHPFRCC, made of HAC-GGBS and hybrid fibres, was examined in this study along with complete microstructural, chemical and thermal analysis. Total fourteen (14) mixes were developed. Besides control sample (without fibres), three other samples, containing 0.5%, 1% and 1.5% of basalt fibres by total weight of mix and 1 kg/m3 of PP fibres, were prepared and tested. Another mix was also prepared with only 1 kg/m3 of PP fibres. Nine (9) more mixes were developed with the replacement of GGBS with FA… Institute of Graduate Studies, UiTM 2016 Book Section PeerReviewed text en https://ir.uitm.edu.my/id/eprint/20115/1/ABS_SOBIA%20ANWAR%20QAZI%20TDRA%20VOL%2010%20IGS%2016.pdf Anwar Qazi, Sobia (2016) Behaviour of ultra high performance fibre- reinforced cementitious composite for enhancing the fire endurance of structural members / Sobia Anwar Qazi. (2016) In: The Doctoral Research Abstracts. IGS Biannual Publication, 10 (10). Institute of Graduate Studies, UiTM, Shah Alam.
spellingShingle Malaysia
Anwar Qazi, Sobia
Behaviour of ultra high performance fibre- reinforced cementitious composite for enhancing the fire endurance of structural members / Sobia Anwar Qazi
title Behaviour of ultra high performance fibre- reinforced cementitious composite for enhancing the fire endurance of structural members / Sobia Anwar Qazi
title_full Behaviour of ultra high performance fibre- reinforced cementitious composite for enhancing the fire endurance of structural members / Sobia Anwar Qazi
title_fullStr Behaviour of ultra high performance fibre- reinforced cementitious composite for enhancing the fire endurance of structural members / Sobia Anwar Qazi
title_full_unstemmed Behaviour of ultra high performance fibre- reinforced cementitious composite for enhancing the fire endurance of structural members / Sobia Anwar Qazi
title_short Behaviour of ultra high performance fibre- reinforced cementitious composite for enhancing the fire endurance of structural members / Sobia Anwar Qazi
title_sort behaviour of ultra high performance fibre- reinforced cementitious composite for enhancing the fire endurance of structural members / sobia anwar qazi
topic Malaysia
url https://ir.uitm.edu.my/id/eprint/20115/