Axial Stress-Strain Performance of Recycled Aggregate Concrete Reinforced with Macro-Polypropylene Fibres

The addition of macro-polypropylene fibres improves the stress-strain performance of natural aggregate concrete (NAC). However, limited studies focus on the stress-strain performance of macro-polypropylene fibre-reinforced recycled aggregate concrete (RAC). Considering the variability of coarse recy...

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Main Authors: Muhammad Junaid Munir, Syed Minhaj Saleem Kazmi, Yu-Fei Wu, Xiaoshan Lin, Muhammad Riaz Ahmad
Format: Article
Language:English
Published: MDPI AG 2021-05-01
Series:Sustainability
Subjects:
Online Access:https://www.mdpi.com/2071-1050/13/10/5741
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spelling doaj-974b8f7d3a2946e485fc3c6d85239e4e2021-06-01T00:36:13ZengMDPI AGSustainability2071-10502021-05-01135741574110.3390/su13105741Axial Stress-Strain Performance of Recycled Aggregate Concrete Reinforced with Macro-Polypropylene FibresMuhammad Junaid Munir0Syed Minhaj Saleem Kazmi1Yu-Fei Wu2Xiaoshan Lin3Muhammad Riaz Ahmad4Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen 518060, ChinaGuangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen 518060, ChinaGuangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen 518060, ChinaSchool of Engineering, RMIT University, 376-392 Swanston St, Melbourne, VIC 3001, AustraliaDepartment of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong 999077, ChinaThe addition of macro-polypropylene fibres improves the stress-strain performance of natural aggregate concrete (NAC). However, limited studies focus on the stress-strain performance of macro-polypropylene fibre-reinforced recycled aggregate concrete (RAC). Considering the variability of coarse recycled aggregates (CRA), more studies are needed to investigate the stress-strain performance of macro-polypropylene fibre-reinforced RAC. In this study, a new type of 48 mm long BarChip macro-polypropylene fibre with a continuously embossed surface texture is used to produce BarChip fibre-reinforced NAC (BFNAC) and RAC (BFRAC). The stress-strain performance of BFNAC and BFRAC is studied for varying dosages of BarChip fibres. Results show that the increase in energy dissipation capacity (i.e., area under the curve), peak stress, and peak strain of samples is observed with an increase in fibre dosage, indicating the positive effect of fibre addition on the stress-strain performance of concrete. The strength enhancement due to the addition of fibres is higher for BFRAC samples than BFNAC samples. The reduction in peak stress, ultimate strain, toughness and specific toughness of concrete samples due to the utilisation of CRA also reduces with the addition of fibres. Hence, the negative effect of CRA on the properties of concrete samples can be minimised by adding BarChip macro-polypropylene fibres. The applicability of the stress-strain model previously developed for macro-synthetic and steel fibre-reinforced NAC and RAC to BFNAC and BFRAC is also examined.https://www.mdpi.com/2071-1050/13/10/5741axial stress-strain performancemacro-polypropylene fibresfibre-reinforced concreterecycled aggregate concrete
collection DOAJ
language English
format Article
sources DOAJ
author Muhammad Junaid Munir
Syed Minhaj Saleem Kazmi
Yu-Fei Wu
Xiaoshan Lin
Muhammad Riaz Ahmad
spellingShingle Muhammad Junaid Munir
Syed Minhaj Saleem Kazmi
Yu-Fei Wu
Xiaoshan Lin
Muhammad Riaz Ahmad
Axial Stress-Strain Performance of Recycled Aggregate Concrete Reinforced with Macro-Polypropylene Fibres
Sustainability
axial stress-strain performance
macro-polypropylene fibres
fibre-reinforced concrete
recycled aggregate concrete
author_facet Muhammad Junaid Munir
Syed Minhaj Saleem Kazmi
Yu-Fei Wu
Xiaoshan Lin
Muhammad Riaz Ahmad
author_sort Muhammad Junaid Munir
title Axial Stress-Strain Performance of Recycled Aggregate Concrete Reinforced with Macro-Polypropylene Fibres
title_short Axial Stress-Strain Performance of Recycled Aggregate Concrete Reinforced with Macro-Polypropylene Fibres
title_full Axial Stress-Strain Performance of Recycled Aggregate Concrete Reinforced with Macro-Polypropylene Fibres
title_fullStr Axial Stress-Strain Performance of Recycled Aggregate Concrete Reinforced with Macro-Polypropylene Fibres
title_full_unstemmed Axial Stress-Strain Performance of Recycled Aggregate Concrete Reinforced with Macro-Polypropylene Fibres
title_sort axial stress-strain performance of recycled aggregate concrete reinforced with macro-polypropylene fibres
publisher MDPI AG
series Sustainability
issn 2071-1050
publishDate 2021-05-01
description The addition of macro-polypropylene fibres improves the stress-strain performance of natural aggregate concrete (NAC). However, limited studies focus on the stress-strain performance of macro-polypropylene fibre-reinforced recycled aggregate concrete (RAC). Considering the variability of coarse recycled aggregates (CRA), more studies are needed to investigate the stress-strain performance of macro-polypropylene fibre-reinforced RAC. In this study, a new type of 48 mm long BarChip macro-polypropylene fibre with a continuously embossed surface texture is used to produce BarChip fibre-reinforced NAC (BFNAC) and RAC (BFRAC). The stress-strain performance of BFNAC and BFRAC is studied for varying dosages of BarChip fibres. Results show that the increase in energy dissipation capacity (i.e., area under the curve), peak stress, and peak strain of samples is observed with an increase in fibre dosage, indicating the positive effect of fibre addition on the stress-strain performance of concrete. The strength enhancement due to the addition of fibres is higher for BFRAC samples than BFNAC samples. The reduction in peak stress, ultimate strain, toughness and specific toughness of concrete samples due to the utilisation of CRA also reduces with the addition of fibres. Hence, the negative effect of CRA on the properties of concrete samples can be minimised by adding BarChip macro-polypropylene fibres. The applicability of the stress-strain model previously developed for macro-synthetic and steel fibre-reinforced NAC and RAC to BFNAC and BFRAC is also examined.
topic axial stress-strain performance
macro-polypropylene fibres
fibre-reinforced concrete
recycled aggregate concrete
url https://www.mdpi.com/2071-1050/13/10/5741
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