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Fracture toughness of one- and two-dimensional nanoreinforced cement via scratch testing

Cement is the most widely consumed material globally, with the cement industry accounting for 8% of human-caused greenhouse gas emissions. Aiming for cement composites with a reduced carbon footprint, this study investigates the potential of nanomaterials to improve mechanical characteristics. An im...

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Autor principal: Akono, Ange-Therese
Formato: Online Artículo Texto
Lenguaje:English
Publicado: The Royal Society Publishing 2021
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8215373/
https://www.ncbi.nlm.nih.gov/pubmed/34148420
http://dx.doi.org/10.1098/rsta.2020.0288
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author Akono, Ange-Therese
author_facet Akono, Ange-Therese
author_sort Akono, Ange-Therese
collection PubMed
description Cement is the most widely consumed material globally, with the cement industry accounting for 8% of human-caused greenhouse gas emissions. Aiming for cement composites with a reduced carbon footprint, this study investigates the potential of nanomaterials to improve mechanical characteristics. An important question is to increase the fraction of carbon-based nanomaterials within cement matrices while controlling the microstructure and enhancing the mechanical performance. Specifically, this study investigates the fracture response of Portland cement reinforced with one- and two-dimensional carbon-based nanomaterials, such as carbon nanofibres, multiwalled carbon nanotubes, helical carbon nanotubes and graphene oxide nanoplatelets. Novel processing routes are shown to incorporate 0.1–0.5 wt% of nanomaterials into cement using a quadratic distribution of ultrasonic energy. Scratch testing is used to probe the fracture response by pushing a sphero-conical probe against the surface of the material under a linearly increasing vertical force. Fracture toughness is then computed using a nonlinear fracture mechanics model. Nanomaterials are shown to bridge nanoscale air voids, leading to pore refinement, and a decrease in the porosity and the water absorption. An improvement in fracture toughness is observed in cement nanocomposites, with a positive correlation between the fracture toughness and the mass fraction of nanofiller for graphene-reinforced cement. Moreover, for graphene-reinforced cement, the fracture toughness values are in the range of 0.701 to 0.717 MPa [Formula: see text]. Thus, this study illustrates the potential of nanomaterials to toughen cement while improving the microstructure and water resistance properties. This article is part of a discussion meeting issue ‘A cracking approach to inventing new tough materials: fracture stranger than friction’.
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spelling pubmed-82153732022-02-02 Fracture toughness of one- and two-dimensional nanoreinforced cement via scratch testing Akono, Ange-Therese Philos Trans A Math Phys Eng Sci Articles Cement is the most widely consumed material globally, with the cement industry accounting for 8% of human-caused greenhouse gas emissions. Aiming for cement composites with a reduced carbon footprint, this study investigates the potential of nanomaterials to improve mechanical characteristics. An important question is to increase the fraction of carbon-based nanomaterials within cement matrices while controlling the microstructure and enhancing the mechanical performance. Specifically, this study investigates the fracture response of Portland cement reinforced with one- and two-dimensional carbon-based nanomaterials, such as carbon nanofibres, multiwalled carbon nanotubes, helical carbon nanotubes and graphene oxide nanoplatelets. Novel processing routes are shown to incorporate 0.1–0.5 wt% of nanomaterials into cement using a quadratic distribution of ultrasonic energy. Scratch testing is used to probe the fracture response by pushing a sphero-conical probe against the surface of the material under a linearly increasing vertical force. Fracture toughness is then computed using a nonlinear fracture mechanics model. Nanomaterials are shown to bridge nanoscale air voids, leading to pore refinement, and a decrease in the porosity and the water absorption. An improvement in fracture toughness is observed in cement nanocomposites, with a positive correlation between the fracture toughness and the mass fraction of nanofiller for graphene-reinforced cement. Moreover, for graphene-reinforced cement, the fracture toughness values are in the range of 0.701 to 0.717 MPa [Formula: see text]. Thus, this study illustrates the potential of nanomaterials to toughen cement while improving the microstructure and water resistance properties. This article is part of a discussion meeting issue ‘A cracking approach to inventing new tough materials: fracture stranger than friction’. The Royal Society Publishing 2021-08-09 2021-06-21 /pmc/articles/PMC8215373/ /pubmed/34148420 http://dx.doi.org/10.1098/rsta.2020.0288 Text en © 2021 The Authors. https://creativecommons.org/licenses/by/4.0/Published by the Royal Society under the terms of the Creative Commons Attribution License http://creativecommons.org/licenses/by/4.0/ (https://creativecommons.org/licenses/by/4.0/) , which permits unrestricted use, provided the original author and source are credited.
spellingShingle Articles
Akono, Ange-Therese
Fracture toughness of one- and two-dimensional nanoreinforced cement via scratch testing
title Fracture toughness of one- and two-dimensional nanoreinforced cement via scratch testing
title_full Fracture toughness of one- and two-dimensional nanoreinforced cement via scratch testing
title_fullStr Fracture toughness of one- and two-dimensional nanoreinforced cement via scratch testing
title_full_unstemmed Fracture toughness of one- and two-dimensional nanoreinforced cement via scratch testing
title_short Fracture toughness of one- and two-dimensional nanoreinforced cement via scratch testing
title_sort fracture toughness of one- and two-dimensional nanoreinforced cement via scratch testing
topic Articles
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8215373/
https://www.ncbi.nlm.nih.gov/pubmed/34148420
http://dx.doi.org/10.1098/rsta.2020.0288
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