Influence of cracking on oxygen transport in UHPFRC using stainless steel sensors

[EN] Reinforced concrete elements frequently suffer small cracks that are not relevant from the mechanical point of view, but they can be an entrance point for aggressive agents, such as oxygen, which could initiate the degradation processes. Fiber-Reinforced Concrete and especially Ultra High Perfo...

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Detalhes bibliográficos
Autores: Martínez-Ibernón, Ana|||0000-0003-2136-5650, Lliso-Ferrando, Josep Ramon|||0000-0002-2457-9024, Valcuende Payá, Manuel Octavio|||0000-0002-9967-1554, Serna Ros, Pedro|||0000-0001-8754-1165, Roig-Flores, Marta, Mezquida-Alcaraz, Eduardo J.
Formato: artículo
Fecha de publicación:2020
País:España
Recursos:Universitat Politècnica de València (UPV)
Repositorio:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
Idioma:inglés
OAI Identifier:oai:riunet.upv.es:10251/165969
Acesso em linha:https://riunet.upv.es/handle/10251/165969
Access Level:acceso abierto
Palavra-chave:UHPFRC
Fibers
Multi-cracking
Air permeability
Oxygen
Stainless steel sensor
Voltammetry
CONSTRUCCIONES ARQUITECTONICAS
INGENIERIA DE LA CONSTRUCCION
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spelling Influence of cracking on oxygen transport in UHPFRC using stainless steel sensorsMartínez-Ibernón, Ana|||0000-0003-2136-5650Lliso-Ferrando, Josep Ramon|||0000-0002-2457-9024Valcuende Payá, Manuel Octavio|||0000-0002-9967-1554Serna Ros, Pedro|||0000-0001-8754-1165Roig-Flores, MartaMezquida-Alcaraz, Eduardo J.UHPFRCFibersMulti-crackingAir permeabilityOxygenStainless steel sensorVoltammetryCONSTRUCCIONES ARQUITECTONICASINGENIERIA DE LA CONSTRUCCION[EN] Reinforced concrete elements frequently suffer small cracks that are not relevant from the mechanical point of view, but they can be an entrance point for aggressive agents, such as oxygen, which could initiate the degradation processes. Fiber-Reinforced Concrete and especially Ultra High Performance Concrete increase the multi-cracking behavior, reducing the crack width and spacing. In this work, the oxygen availability of three types of concrete was compared at similar strain levels to evaluate the benefit of multi-cracking in the transport of oxygen. The types of concrete studied include traditional, High-Performance, and Ultra-High-Performance Fiber-Reinforced Concrete with and without nanofibers. To this purpose, reinforced concrete beams sized 150 x 100 x 750 mm(3) were prepared with embedded stainless steel sensors that were located at three heights, which have also been validated through this work. These beams were pre-cracked in bending up to fixed strain levels. The results indicate that the sensors used were able to detect oxygen availability due to the presence of cracks and the detected differences between the studied concretes. Ultra High Performance Concrete in the cracked state displayed lower oxygen availability than the uncracked High Performance Concrete, demonstrating its potential higher durability, even when working in cracked state, thanks to the increased multi-cracking response.The authors would like to express their gratitude to the Spanish Ministry of Science and Innovation for the pre-doctoral scholarship granted to Ana Martinez Ibernon (FPU 16/00723), to the Universitat Politecnica de Valencia for the pre-doctoral scholarship granted to Josep Ramon Lliso Ferrando (FPI-UPV-2018), and the European Union's Horizon 2020 ReSHEALience project (Grant Agreement No. 760824).MDPI AGDepartamento de Ingeniería de la Construcción y de Proyectos de Ingeniería CivilDepartamento de Construcciones ArquitectónicasEscuela Técnica Superior de ArquitecturaEscuela Técnica Superior de Ingeniería de EdificaciónEscuela Técnica Superior de Ingeniería de Caminos, Canales y PuertosInstituto Interuniversitario de Investigación de Reconocimiento Molecular y Desarrollo TecnológicoInstituto Universitario de Investigación de Ciencia y Tecnología del HormigónCentro de Investigación de Tecnología de la EdificaciónEuropean CommissionUniversitat Politècnica de ValènciaMinisterio de Educación, Cultura y DeporteRepositorio Institucional de la Universitat Politècnica de València Riunet20202020-01-01journal articlehttp://purl.org/coar/resource_type/c_6501VoRhttp://purl.org/coar/version/c_970fb48d4fbd8a85info:eu-repo/semantics/articleapplication/pdfhttps://riunet.upv.es/handle/10251/165969reponame:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valénciainstname:Universitat Politècnica de València (UPV)InglésengEuropean Commission https://doi.org/10.13039/501100000780 H2020 760824 Rethinking coastal defence and Green-Energy Service infrastructures through enHancEd-durAbiLIty high-performance fiber reinforced cement-based materials.Universitat Politècnica de València https://doi.org/10.13039/501100004233Ministerio de Educación y Cultura http://dx.doi.org/10.13039/501100003176 FPU16%2F00723 FPU16%2F00723open accesshttp://purl.org/coar/access_right/c_abf2Reconocimiento (by)http://creativecommons.org/licenses/by/4.0/info:eu-repo/semantics/openAccessoai:riunet.upv.es:10251/1659692026-06-13T07:49:27Z
dc.title.none.fl_str_mv Influence of cracking on oxygen transport in UHPFRC using stainless steel sensors
title Influence of cracking on oxygen transport in UHPFRC using stainless steel sensors
spellingShingle Influence of cracking on oxygen transport in UHPFRC using stainless steel sensors
Martínez-Ibernón, Ana|||0000-0003-2136-5650
UHPFRC
Fibers
Multi-cracking
Air permeability
Oxygen
Stainless steel sensor
Voltammetry
CONSTRUCCIONES ARQUITECTONICAS
INGENIERIA DE LA CONSTRUCCION
title_short Influence of cracking on oxygen transport in UHPFRC using stainless steel sensors
title_full Influence of cracking on oxygen transport in UHPFRC using stainless steel sensors
title_fullStr Influence of cracking on oxygen transport in UHPFRC using stainless steel sensors
title_full_unstemmed Influence of cracking on oxygen transport in UHPFRC using stainless steel sensors
title_sort Influence of cracking on oxygen transport in UHPFRC using stainless steel sensors
dc.creator.none.fl_str_mv Martínez-Ibernón, Ana|||0000-0003-2136-5650
Lliso-Ferrando, Josep Ramon|||0000-0002-2457-9024
Valcuende Payá, Manuel Octavio|||0000-0002-9967-1554
Serna Ros, Pedro|||0000-0001-8754-1165
Roig-Flores, Marta
Mezquida-Alcaraz, Eduardo J.
author Martínez-Ibernón, Ana|||0000-0003-2136-5650
author_facet Martínez-Ibernón, Ana|||0000-0003-2136-5650
Lliso-Ferrando, Josep Ramon|||0000-0002-2457-9024
Valcuende Payá, Manuel Octavio|||0000-0002-9967-1554
Serna Ros, Pedro|||0000-0001-8754-1165
Roig-Flores, Marta
Mezquida-Alcaraz, Eduardo J.
author_role author
author2 Lliso-Ferrando, Josep Ramon|||0000-0002-2457-9024
Valcuende Payá, Manuel Octavio|||0000-0002-9967-1554
Serna Ros, Pedro|||0000-0001-8754-1165
Roig-Flores, Marta
Mezquida-Alcaraz, Eduardo J.
author2_role author
author
author
author
author
dc.contributor.none.fl_str_mv Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil
Departamento de Construcciones Arquitectónicas
Escuela Técnica Superior de Arquitectura
Escuela Técnica Superior de Ingeniería de Edificación
Escuela Técnica Superior de Ingeniería de Caminos, Canales y Puertos
Instituto Interuniversitario de Investigación de Reconocimiento Molecular y Desarrollo Tecnológico
Instituto Universitario de Investigación de Ciencia y Tecnología del Hormigón
Centro de Investigación de Tecnología de la Edificación
European Commission
Universitat Politècnica de València
Ministerio de Educación, Cultura y Deporte
Repositorio Institucional de la Universitat Politècnica de València Riunet
dc.subject.none.fl_str_mv UHPFRC
Fibers
Multi-cracking
Air permeability
Oxygen
Stainless steel sensor
Voltammetry
CONSTRUCCIONES ARQUITECTONICAS
INGENIERIA DE LA CONSTRUCCION
topic UHPFRC
Fibers
Multi-cracking
Air permeability
Oxygen
Stainless steel sensor
Voltammetry
CONSTRUCCIONES ARQUITECTONICAS
INGENIERIA DE LA CONSTRUCCION
description [EN] Reinforced concrete elements frequently suffer small cracks that are not relevant from the mechanical point of view, but they can be an entrance point for aggressive agents, such as oxygen, which could initiate the degradation processes. Fiber-Reinforced Concrete and especially Ultra High Performance Concrete increase the multi-cracking behavior, reducing the crack width and spacing. In this work, the oxygen availability of three types of concrete was compared at similar strain levels to evaluate the benefit of multi-cracking in the transport of oxygen. The types of concrete studied include traditional, High-Performance, and Ultra-High-Performance Fiber-Reinforced Concrete with and without nanofibers. To this purpose, reinforced concrete beams sized 150 x 100 x 750 mm(3) were prepared with embedded stainless steel sensors that were located at three heights, which have also been validated through this work. These beams were pre-cracked in bending up to fixed strain levels. The results indicate that the sensors used were able to detect oxygen availability due to the presence of cracks and the detected differences between the studied concretes. Ultra High Performance Concrete in the cracked state displayed lower oxygen availability than the uncracked High Performance Concrete, demonstrating its potential higher durability, even when working in cracked state, thanks to the increased multi-cracking response.
publishDate 2020
dc.date.none.fl_str_mv 2020
2020-01-01
dc.type.none.fl_str_mv journal article
http://purl.org/coar/resource_type/c_6501
VoR
http://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.openaire.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.none.fl_str_mv https://riunet.upv.es/handle/10251/165969
url https://riunet.upv.es/handle/10251/165969
dc.language.none.fl_str_mv Inglés
eng
language_invalid_str_mv Inglés
language eng
dc.relation.none.fl_str_mv European Commission https://doi.org/10.13039/501100000780 H2020 760824 Rethinking coastal defence and Green-Energy Service infrastructures through enHancEd-durAbiLIty high-performance fiber reinforced cement-based materials.
Universitat Politècnica de València https://doi.org/10.13039/501100004233
Ministerio de Educación y Cultura http://dx.doi.org/10.13039/501100003176 FPU16%2F00723 FPU16%2F00723
dc.rights.none.fl_str_mv open access
http://purl.org/coar/access_right/c_abf2
Reconocimiento (by)
http://creativecommons.org/licenses/by/4.0/
dc.rights.openaire.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv open access
http://purl.org/coar/access_right/c_abf2
Reconocimiento (by)
http://creativecommons.org/licenses/by/4.0/
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv MDPI AG
publisher.none.fl_str_mv MDPI AG
dc.source.none.fl_str_mv reponame:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname:Universitat Politècnica de València (UPV)
instname_str Universitat Politècnica de València (UPV)
reponame_str RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
collection RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
repository.name.fl_str_mv
repository.mail.fl_str_mv
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