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Porous Structure of ultra-high-performance fibre-reinforced concretes
| dc.contributor.author | Valcuende Payá, Manuel Octavio | |
| dc.contributor.author | Lliso Ferrando, Josep Ramon | |
| dc.contributor.author | Roig Flores, Marta | |
| dc.contributor.author | Gandía Romero, José Manuel | |
| dc.date.accessioned | 2022-11-25T07:02:18Z | |
| dc.date.available | 2022-11-25T07:02:18Z | |
| dc.date.issued | 2021 | |
| dc.identifier.citation | Valcuende M, Lliso-Ferrando JR, Roig-Flores M, Gandía-Romero JM. Porous Structure of Ultra-High-Performance Fibre-Reinforced Concretes. Materials. 2021; 14(7):1637. https://doi.org/10.3390/ma14071637 | es |
| dc.identifier.issn | 19961944 | |
| dc.identifier.uri | http://hdl.handle.net/20.500.12251/2634 | |
| dc.description.abstract | 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. © 2021 by the authors. | es |
| dc.language.iso | eng | es |
| dc.publisher | MDPI AG | es |
| dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 Internacional | |
| dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/ | |
| dc.title | Porous Structure of ultra-high-performance fibre-reinforced concretes | es |
| dc.type | article | es |
| dc.identifier.doi | 10.3390/ma14071637 | |
| dc.identifier.url | https://www.scopus.com/inward/record.uri?eid=2-s2.0-85103394817&doi=10.3390%2fma14071637&partnerID=40&md5=54d54d530ba8b26be953a642e43eaea7 | es |
| dc.issue.number | 7 | es |
| dc.journal.title | Materials | es |
| dc.page.initial | es | |
| dc.page.final | es | |
| dc.rights.accessRights | openAccess | es |
| dc.subject.keyword | Hormigón estructural (HE) | es |
| dc.subject.keyword | Fibra de refuerzo | es |
| dc.subject.keyword | Material compuesto | es |
| dc.subject.keyword | Hormigón de Alta Resistencia | es |
| dc.subject.keyword | Porosidad | es |
| dc.subject.keyword | Ensayos (propiedades o materiales) | es |
| dc.subject.keyword | Resistencia mecánica | es |
| dc.subject.keyword | Material de construcción | es |
| dc.subject.unesco | 3305.05 Tecnología del Hormigón | es |
| dc.subject.unesco | 2211.02 Materiales Compuestos | es |
| dc.subject.unesco | 3305.33 Resistencia de Estructuras | es |
| dc.subject.unesco | 3313.04 Material de Construcción | es |
| dc.subject.unesco | 3312.09 Resistencia de Materiales | es |
| dc.subject.unesco | 3312.08 Propiedades de Los Materiales | es |
| dc.subject.unesco | 3312.12 Ensayo de Materiales | es |
| dc.volume.number | 14 | es |
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