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dc.contributor.authorValcuende Payá, Manuel Octavio
dc.contributor.authorLliso Ferrando, Josep Ramon
dc.contributor.authorRoig Flores, Marta
dc.contributor.authorGandía Romero, José Manuel
dc.date.accessioned2022-11-25T07:02:18Z
dc.date.available2022-11-25T07:02:18Z
dc.date.issued2021
dc.identifier.citationValcuende 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/ma14071637es
dc.identifier.issn19961944
dc.identifier.urihttp://hdl.handle.net/20.500.12251/2634
dc.description.abstractThe 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.isoenges
dc.publisherMDPI AGes
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/
dc.titlePorous Structure of ultra-high-performance fibre-reinforced concreteses
dc.typearticlees
dc.identifier.doi10.3390/ma14071637
dc.identifier.urlhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85103394817&doi=10.3390%2fma14071637&partnerID=40&md5=54d54d530ba8b26be953a642e43eaea7es
dc.issue.number7es
dc.journal.titleMaterialses
dc.page.initiales
dc.page.finales
dc.rights.accessRightsopenAccesses
dc.subject.keywordHormigón estructural (HE)es
dc.subject.keywordFibra de refuerzoes
dc.subject.keywordMaterial compuestoes
dc.subject.keywordHormigón de Alta Resistenciaes
dc.subject.keywordPorosidades
dc.subject.keywordEnsayos (propiedades o materiales)es
dc.subject.keywordResistencia mecánicaes
dc.subject.keywordMaterial de construcciónes
dc.subject.unesco3305.05 Tecnología del Hormigónes
dc.subject.unesco2211.02 Materiales Compuestoses
dc.subject.unesco3305.33 Resistencia de Estructurases
dc.subject.unesco3313.04 Material de Construcciónes
dc.subject.unesco3312.09 Resistencia de Materialeses
dc.subject.unesco3312.08 Propiedades de Los Materialeses
dc.subject.unesco3312.12 Ensayo de Materialeses
dc.volume.number14es


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