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Concrete Performance Attenuation of Mix Nano-SiO(2) and Nano-CaCO(3) under High Temperature: A Comprehensive Review

Fire and extreme heat environmental changes can have an impact on concrete performance, and as climate change increases, new concrete structures are being developed. Nano-silica and nano-calcium carbonate have shown excellent performances in modifying concrete due to their large specific surface are...

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Autores principales: Syamsunur, Deprizon, Wei, Li, Ahmed Memon, Zubair, Surol, Salihah, Md Yusoff, Nur Izzi
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9606914/
https://www.ncbi.nlm.nih.gov/pubmed/36295142
http://dx.doi.org/10.3390/ma15207073
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author Syamsunur, Deprizon
Wei, Li
Ahmed Memon, Zubair
Surol, Salihah
Md Yusoff, Nur Izzi
author_facet Syamsunur, Deprizon
Wei, Li
Ahmed Memon, Zubair
Surol, Salihah
Md Yusoff, Nur Izzi
author_sort Syamsunur, Deprizon
collection PubMed
description Fire and extreme heat environmental changes can have an impact on concrete performance, and as climate change increases, new concrete structures are being developed. Nano-silica and nano-calcium carbonate have shown excellent performances in modifying concrete due to their large specific surface areas. This review describes the changes in concrete modified with nano-silica (NS) and nano-calcium carbonate (NC), which accelerate the hydration reaction with the cementitious materials to produce more C-S-H, resulting in a denser microstructure and improved mechanical properties and durability of the concrete. The mechanical property decay and visualization of deformation of mixed NS and NC concrete were tested by exposure to high temperatures to investigate the practical application of mixed composite nanomaterials (NC+NS) to concrete. The nano-modified concrete had better overall properties and was heated at 200 °C, 400 °C, 600 °C and 800 °C to relatively improve the mechanical properties of the nano concrete structures. The review concluded that high temperatures of 800 °C to 1000 °C severely damaged the structure of the concrete, reducing the mechanical properties by around 60%, and the dense nano concrete structures were more susceptible to cracking and damage. The high temperature resistance of NS and NC-modified nano concrete was relatively higher than that of normal concrete, with NC concrete being more resistant to damage at high temperatures than the NS samples.
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spelling pubmed-96069142022-10-28 Concrete Performance Attenuation of Mix Nano-SiO(2) and Nano-CaCO(3) under High Temperature: A Comprehensive Review Syamsunur, Deprizon Wei, Li Ahmed Memon, Zubair Surol, Salihah Md Yusoff, Nur Izzi Materials (Basel) Review Fire and extreme heat environmental changes can have an impact on concrete performance, and as climate change increases, new concrete structures are being developed. Nano-silica and nano-calcium carbonate have shown excellent performances in modifying concrete due to their large specific surface areas. This review describes the changes in concrete modified with nano-silica (NS) and nano-calcium carbonate (NC), which accelerate the hydration reaction with the cementitious materials to produce more C-S-H, resulting in a denser microstructure and improved mechanical properties and durability of the concrete. The mechanical property decay and visualization of deformation of mixed NS and NC concrete were tested by exposure to high temperatures to investigate the practical application of mixed composite nanomaterials (NC+NS) to concrete. The nano-modified concrete had better overall properties and was heated at 200 °C, 400 °C, 600 °C and 800 °C to relatively improve the mechanical properties of the nano concrete structures. The review concluded that high temperatures of 800 °C to 1000 °C severely damaged the structure of the concrete, reducing the mechanical properties by around 60%, and the dense nano concrete structures were more susceptible to cracking and damage. The high temperature resistance of NS and NC-modified nano concrete was relatively higher than that of normal concrete, with NC concrete being more resistant to damage at high temperatures than the NS samples. MDPI 2022-10-11 /pmc/articles/PMC9606914/ /pubmed/36295142 http://dx.doi.org/10.3390/ma15207073 Text en © 2022 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
spellingShingle Review
Syamsunur, Deprizon
Wei, Li
Ahmed Memon, Zubair
Surol, Salihah
Md Yusoff, Nur Izzi
Concrete Performance Attenuation of Mix Nano-SiO(2) and Nano-CaCO(3) under High Temperature: A Comprehensive Review
title Concrete Performance Attenuation of Mix Nano-SiO(2) and Nano-CaCO(3) under High Temperature: A Comprehensive Review
title_full Concrete Performance Attenuation of Mix Nano-SiO(2) and Nano-CaCO(3) under High Temperature: A Comprehensive Review
title_fullStr Concrete Performance Attenuation of Mix Nano-SiO(2) and Nano-CaCO(3) under High Temperature: A Comprehensive Review
title_full_unstemmed Concrete Performance Attenuation of Mix Nano-SiO(2) and Nano-CaCO(3) under High Temperature: A Comprehensive Review
title_short Concrete Performance Attenuation of Mix Nano-SiO(2) and Nano-CaCO(3) under High Temperature: A Comprehensive Review
title_sort concrete performance attenuation of mix nano-sio(2) and nano-caco(3) under high temperature: a comprehensive review
topic Review
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9606914/
https://www.ncbi.nlm.nih.gov/pubmed/36295142
http://dx.doi.org/10.3390/ma15207073
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