@article{d51354ba2681448cb1187df91333e8c6,
title = "The effect of compatibility and dimensionality of carbon nanofillers on cement composites",
abstract = "Carbon-based nanofillers (NFs) have a marked effect on the mechanical and rheological properties of polymeric and cementitious composites. In this study, we explored the role of four nanocarbon materials as NFs, namely, graphene nano-platelets (GNP) and carbon nanotubes (CNT) and their hydrophilic derivatives, graphene oxide (GO) and functionalized CNT (f-CNT), respectively. We investigated how the NF dimensionality and hydrophilicity affect the various properties of NF-cement composites in fresh (e.g., workability) and hardened (e.g., strength) states. This will enable one to judiciously choose an appropriate NF for a specific application. In that respect, the additive polycarboxylate ether (PCE) is employed both as a surfactant for the NF dispersion in the cementitious matrix and as a superplasticizer, reducing the composite mixture viscosity to enhance its workability. The addition of GO, CNT or f-CNT fillers (in the presence of 0.2 wt% PCE) demonstrated workability deterioration for all NF concentrations while that of the GNP-loaded system was much less affected. Among the four explored NF-loaded systems, GO (0.025 wt%) was the best reinforcing agent with enhancement of 60% in flexural and ~30% in compressive strengths. Nevertheless, GNP presents a cost-effective alternative, although a little inferior to GO in its mechanical performance.",
keywords = "Carbon nanotubes, Flexural strength, Graphene oxide, Hydration kinetics, Nanocarbon, Nanofillers, Reinforced cement, Rheology",
author = "Amr Alatawna and Matan Birenboim and Roey Nadiv and Matat Buzaglo and Sivan Peretz-Damari and Alva Peled and Oren Regev and Raghu Sripada",
note = "Funding Information: The Ontario –Israel Collaboration Program (OICP) and the Israeli Innovation Authority (grant number 56486), and the Israel Science Foundation (ISF) (grant 1106/17) are kindly acknowledged for their financial support. The research activity reported in this paper has been partially performed in the framework of the ReSHEALience project (Rethinking coastal defence and Green-energy Service infrastructures through enHancEd-durAbiLity high-performance cement-based materials) which has received funding from the European Union's Horizon 2020 research and innovation program under grant agreement No 760824. The information and views set out in this publication do not necessarily reflect the official opinion of the European Commission. Funding Information: The Ontario – Israel Collaboration Program (OICP) and the Israeli Innovation Authority (grant number 56486 ), and the Israel Science Foundation (ISF) (grant 1106/17 ) are kindly acknowledged for their financial support. The research activity reported in this paper has been partially performed in the framework of the ReSHEALience project (Rethinking coastal defence and Green-energy Service infrastructures through enHancEd-durAbiLity high-performance cement-based materials) which has received funding from the European Union{\textquoteright}s Horizon 2020 research and innovation program under grant agreement No 760824. The information and views set out in this publication do not necessarily reflect the official opinion of the European Commission. Publisher Copyright: {\textcopyright} 2019 The Authors",
year = "2020",
month = jan,
day = "30",
doi = "10.1016/j.conbuildmat.2019.117141",
language = "American English",
volume = "232",
journal = "Construction and Building Materials",
issn = "0950-0618",
publisher = "Elsevier Ltd.",
}