Journal
DEVELOPMENTS IN THE BUILT ENVIRONMENT
Volume 14, Issue -, Pages -Publisher
ELSEVIER
DOI: 10.1016/j.dibe.2023.100134
Keywords
Ultralightweight cementitious composites; Cenospheres; High strength; CNT; PE fibre
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This paper presents an experimental investigation on developing high-performance carbon nanotube (CNT) and fibre-reinforced ultra-lightweight cementitious composites (ULCC) using ordinary Portland cement (OPC), metakaolin (MK), polyethylene (PE) fibres, and ceno-spheres. The effects of CNT dosage, binder type, and PE fibres were investigated and discussed, and the resulting ULCC displayed impressive strength and density properties. The synergic effect of CNT was found to be better than the combination of CNT and PE fibres. The study also highlighted the cost implications of adding CNT to the mix.
This paper presents an experimental investigation utilizing ordinary Portland cement (OPC), carbon nanotube (CNT), metakaolin (MK) and 1.75% polyethylene (PE) fibres to develop a high performance CNT and fibre-reinforced ultra-lightweight cementitious composites (ULCC). Ultra-low density was achieved by using ceno-spheres. The effects of different dosages of CNT, different types of binders and PE fibres were investigated. The workability, hardened properties (density, compressive strength and flexural strength), sorptivity, microstructure and cost of each mix were also investigated. From this experiment, PE and CNT-reinforced high-strength ULCC with a dry density of around 1500 kg/m3, compressive strength of around 87 MPa and flexural strength of around 18 MPa with flexural hardening can be produced. The effect of CNT and the synergic effect of CNT and PE fibres were investigated and discussed. The synergic effect of CNT was better than the combination of the separate effects of CNT and PE fibres. Compared to the reference mix MRF, when combined with 1.75% PE fibres, 0.2%, 0.4%, 0.6% CNT can improve 260%, 276% and 239% of flexural strength, increase by 35.6%, 61% and 58.5% of compressive strength, 4.5%, 29% and 21.3% for specific strength. It was found that the cost of each mix increases by around 1067 AUD per cubic meter by the increase of 0.2% CNT in each mix. Finally, from multi-criteria analysis, M0.4CNTPE was recommended in this study.
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