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Porous Structure of Ultra-High-Performance Fibre-Reinforced Concretes
The aim of this experimental work was to study the porous structure of Ultra-High-Performance Fibre-Reinforced Concretes (UH) made with different fibre volume contents (0%, 1%, 2%) under several curing conditions (laboratory environment, 20 °C, 60 °C, 90 °C), comparing the results with those recorde...
Autores principales: | , , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2021
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8036622/ https://www.ncbi.nlm.nih.gov/pubmed/33810603 http://dx.doi.org/10.3390/ma14071637 |
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author | Valcuende, Manuel Lliso-Ferrando, Josep R. Roig-Flores, Marta Gandía-Romero, José M. |
author_facet | Valcuende, Manuel Lliso-Ferrando, Josep R. Roig-Flores, Marta Gandía-Romero, José M. |
author_sort | Valcuende, Manuel |
collection | PubMed |
description | The aim of this experimental work was to study the porous structure of Ultra-High-Performance Fibre-Reinforced Concretes (UH) made with different fibre volume contents (0%, 1%, 2%) under several curing conditions (laboratory environment, 20 °C, 60 °C, 90 °C), comparing the results with those recorded for ordinary, high strength and very high strength concretes. Scanning electron microscopy, mercury intrusion porosimetry, thermogravimetry, water absorption and oxygen permeability tests were carried out. The results showed a low portlandite content in UH (in the order of 75% lower than in concrete C50) and a low degree of hydration, but they rise with curing temperature. These concretes have a very fine porous structure, with a high concentration of pores on the nanoscale level, below 0.05 µm. Their porosity accessible to water is consequently around 7-fold lower than in conventional (C30), 6-fold lower than in high-strength (C50) and 4-fold lower than in very high-strength (C90) concretes. Their oxygen permeability is at least one order of magnitude lower than in C90, two orders of magnitude lower than in C50 and three orders of magnitude lower than in C30. The percentage of added steel fibre does not affect the UH porous structure. |
format | Online Article Text |
id | pubmed-8036622 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2021 |
publisher | MDPI |
record_format | MEDLINE/PubMed |
spelling | pubmed-80366222021-04-12 Porous Structure of Ultra-High-Performance Fibre-Reinforced Concretes Valcuende, Manuel Lliso-Ferrando, Josep R. Roig-Flores, Marta Gandía-Romero, José M. Materials (Basel) Article The aim of this experimental work was to study the porous structure of Ultra-High-Performance Fibre-Reinforced Concretes (UH) made with different fibre volume contents (0%, 1%, 2%) under several curing conditions (laboratory environment, 20 °C, 60 °C, 90 °C), comparing the results with those recorded for ordinary, high strength and very high strength concretes. Scanning electron microscopy, mercury intrusion porosimetry, thermogravimetry, water absorption and oxygen permeability tests were carried out. The results showed a low portlandite content in UH (in the order of 75% lower than in concrete C50) and a low degree of hydration, but they rise with curing temperature. These concretes have a very fine porous structure, with a high concentration of pores on the nanoscale level, below 0.05 µm. Their porosity accessible to water is consequently around 7-fold lower than in conventional (C30), 6-fold lower than in high-strength (C50) and 4-fold lower than in very high-strength (C90) concretes. Their oxygen permeability is at least one order of magnitude lower than in C90, two orders of magnitude lower than in C50 and three orders of magnitude lower than in C30. The percentage of added steel fibre does not affect the UH porous structure. MDPI 2021-03-26 /pmc/articles/PMC8036622/ /pubmed/33810603 http://dx.doi.org/10.3390/ma14071637 Text en © 2021 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 (http://creativecommons.org/licenses/by/4.0/ (https://creativecommons.org/licenses/by/4.0/) ). |
spellingShingle | Article Valcuende, Manuel Lliso-Ferrando, Josep R. Roig-Flores, Marta Gandía-Romero, José M. Porous Structure of Ultra-High-Performance Fibre-Reinforced Concretes |
title | Porous Structure of Ultra-High-Performance Fibre-Reinforced Concretes |
title_full | Porous Structure of Ultra-High-Performance Fibre-Reinforced Concretes |
title_fullStr | Porous Structure of Ultra-High-Performance Fibre-Reinforced Concretes |
title_full_unstemmed | Porous Structure of Ultra-High-Performance Fibre-Reinforced Concretes |
title_short | Porous Structure of Ultra-High-Performance Fibre-Reinforced Concretes |
title_sort | porous structure of ultra-high-performance fibre-reinforced concretes |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8036622/ https://www.ncbi.nlm.nih.gov/pubmed/33810603 http://dx.doi.org/10.3390/ma14071637 |
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