A platform for research: civil engineering, architecture and urbanism
Pullout and flexural performance of silane groups and hydrophilic groups grafted polypropylene fibre reinforced UHPC
Highlights Excellent improved bonding performance of grafted polypropylene fibres. Energy absorption of the modified fibres increased by up to 121% for grafted fibres. Use of 27 kg/m3 grafted PP fibre was comparable with 78 kg/m3 steel fibre.
Abstract To improve the bonding strength between polypropylene (PP) fibres and concrete, this study investigates a new method of modifying the surface by grafting hydrophilic groups and silane groups on PP fibres. Characterisation of fibre modification, fibre pullout performance from concrete, and flexural behaviour of fibre reinforced ultra-high performance concrete (UHPC) were studied. From the Fourier transform infrared (FTIR) and water contact angle measurements, both the hydrophilic groups and silane groups demonstrated successful and efficient surface grafting on the PP fibres, which helped to improve the bonding behaviour of the grafted fibres. The silane groups and hydrophilic groups grafted PP fibres showed significant improvement in the bond behaviour, in which the pullout forces were approximately 3.0 and 1.6 times of unmodified PP fibres, respectively. The energy absorption of the modified fibres, estimated from the pullout tests, showed an increase by 121% and 80% for silane groups and hydrophilic groups, respectively. The silane groups grafted PP fibre reinforced UHPC showed outstanding toughness and deflection-hardening performance, which increased by 97% as compared to those of unmodified fibres. The flexural performance of 27 kg/m3 silane groups grafted PP fibre reinforced UHPC was comparable with the 78 kg/m3 steel fibre reinforced UHPC.
Pullout and flexural performance of silane groups and hydrophilic groups grafted polypropylene fibre reinforced UHPC
Highlights Excellent improved bonding performance of grafted polypropylene fibres. Energy absorption of the modified fibres increased by up to 121% for grafted fibres. Use of 27 kg/m3 grafted PP fibre was comparable with 78 kg/m3 steel fibre.
Abstract To improve the bonding strength between polypropylene (PP) fibres and concrete, this study investigates a new method of modifying the surface by grafting hydrophilic groups and silane groups on PP fibres. Characterisation of fibre modification, fibre pullout performance from concrete, and flexural behaviour of fibre reinforced ultra-high performance concrete (UHPC) were studied. From the Fourier transform infrared (FTIR) and water contact angle measurements, both the hydrophilic groups and silane groups demonstrated successful and efficient surface grafting on the PP fibres, which helped to improve the bonding behaviour of the grafted fibres. The silane groups and hydrophilic groups grafted PP fibres showed significant improvement in the bond behaviour, in which the pullout forces were approximately 3.0 and 1.6 times of unmodified PP fibres, respectively. The energy absorption of the modified fibres, estimated from the pullout tests, showed an increase by 121% and 80% for silane groups and hydrophilic groups, respectively. The silane groups grafted PP fibre reinforced UHPC showed outstanding toughness and deflection-hardening performance, which increased by 97% as compared to those of unmodified fibres. The flexural performance of 27 kg/m3 silane groups grafted PP fibre reinforced UHPC was comparable with the 78 kg/m3 steel fibre reinforced UHPC.
Pullout and flexural performance of silane groups and hydrophilic groups grafted polypropylene fibre reinforced UHPC
Shi, Feng (author) / Yin, Shi (author) / Pham, Thong M. (author) / Tuladhar, Rabin (author) / Hao, Hong (author)
2021-01-05
Article (Journal)
Electronic Resource
English
UHPC , FRC , Grafted fibres , Pull out , PP fibres
Fibre pullout behaviour of fibre-reinforced UHPC with TPE-coated fibres
Elsevier | 2023
|Flexural Performance of UHPC Beams Reinforced with BFRP Bars
Springer Verlag | 2023
|UHPC Fibre Dispersion, Rheology And Mixing Time Of Fibre Reinforced UHPC
British Library Conference Proceedings | 2010
|Analysis on Flexural Performance of Prestressed Steel-Reinforced UHPC Beams
DOAJ | 2024
|