A practical approach for monitoring reinforcement corrosion in steel fiber reinforced concrete elements exposed to chloride rich environments
- Autores
- Gomez, Enzo David; Leporace Guimil, Bruno; Conforti, Antonio; Plizzari, Giovanni; Duffó, Gustavo Sergio; Zerbino, Raul Luis
- Año de publicación
- 2023
- Idioma
- inglés
- Tipo de recurso
- artículo
- Estado
- versión publicada
- Descripción
- The use of fibers in Reinforced Concrete (RC) elements changes their crackingpattern, leading to narrower and more closely spaced cracks. In addition, thepresence of fibers can improve the steel-to-concrete bond behavior reducingthe steel-to-concrete interface damage after cracking. Cracks and steel-to-concrete interface damage work like paths, for aggressive agents, to reach therebar in cracking elements, reducing the initiation period of the corrosion pro-cess, and favoring the corrosion at the intersection between cracks and rein-forcement. In this context, this article discusses an experimental program ontension ties mechanically cracked and exposed to a chloride-rich environmentwith the purpose to check and eventually adequate the typical electrochemicalmeasurements, used in the case of RC elements, for Steel Fiber ReinforcedConcrete (SFRC). Adjustments related to degradation morphology and interfer-ence of steel fibers are proposed and used on Fiber Reinforced Concrete (FRC)elements for monitoring the influence of cracks and fibers on corrosion propa-gation. Finally, these proposed modifications were checked and validatedagainst the results obtained by monitoring SFRC beams in the cracked stage.
Fil: Gomez, Enzo David. Comisión Nacional de Energía Atómica; Argentina. Pontificia Universidad Católica Argentina "Santa María de los Buenos Aires"; Argentina
Fil: Leporace Guimil, Bruno. Università Degli Studi Di Brescia; Italia
Fil: Conforti, Antonio. Università Degli Studi Di Brescia; Italia
Fil: Plizzari, Giovanni. Università Degli Studi Di Brescia; Italia
Fil: Duffó, Gustavo Sergio. Comisión Nacional de Energía Atómica; Argentina. Universidad Nacional de San Martín; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina
Fil: Zerbino, Raul Luis. Universidad Nacional de La Plata; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina. Multidisciplinary Training Laboratory for Technological Research; Argentina - Materia
-
CORROSION MONITORING
CORROSION POTENTIAL
FIBERS REINFORCED CONCRETE
PITTING CORROSION
RESISTIVITY - Nivel de accesibilidad
- acceso abierto
- Condiciones de uso
- https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
- Repositorio
- Institución
- Consejo Nacional de Investigaciones Científicas y Técnicas
- OAI Identificador
- oai:ri.conicet.gov.ar:11336/219967
Ver los metadatos del registro completo
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A practical approach for monitoring reinforcement corrosion in steel fiber reinforced concrete elements exposed to chloride rich environmentsGomez, Enzo DavidLeporace Guimil, BrunoConforti, AntonioPlizzari, GiovanniDuffó, Gustavo SergioZerbino, Raul LuisCORROSION MONITORINGCORROSION POTENTIALFIBERS REINFORCED CONCRETEPITTING CORROSIONRESISTIVITYhttps://purl.org/becyt/ford/2.1https://purl.org/becyt/ford/2The use of fibers in Reinforced Concrete (RC) elements changes their crackingpattern, leading to narrower and more closely spaced cracks. In addition, thepresence of fibers can improve the steel-to-concrete bond behavior reducingthe steel-to-concrete interface damage after cracking. Cracks and steel-to-concrete interface damage work like paths, for aggressive agents, to reach therebar in cracking elements, reducing the initiation period of the corrosion pro-cess, and favoring the corrosion at the intersection between cracks and rein-forcement. In this context, this article discusses an experimental program ontension ties mechanically cracked and exposed to a chloride-rich environmentwith the purpose to check and eventually adequate the typical electrochemicalmeasurements, used in the case of RC elements, for Steel Fiber ReinforcedConcrete (SFRC). Adjustments related to degradation morphology and interfer-ence of steel fibers are proposed and used on Fiber Reinforced Concrete (FRC)elements for monitoring the influence of cracks and fibers on corrosion propa-gation. Finally, these proposed modifications were checked and validatedagainst the results obtained by monitoring SFRC beams in the cracked stage.Fil: Gomez, Enzo David. Comisión Nacional de Energía Atómica; Argentina. Pontificia Universidad Católica Argentina "Santa María de los Buenos Aires"; ArgentinaFil: Leporace Guimil, Bruno. Università Degli Studi Di Brescia; ItaliaFil: Conforti, Antonio. Università Degli Studi Di Brescia; ItaliaFil: Plizzari, Giovanni. Università Degli Studi Di Brescia; ItaliaFil: Duffó, Gustavo Sergio. Comisión Nacional de Energía Atómica; Argentina. Universidad Nacional de San Martín; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas; ArgentinaFil: Zerbino, Raul Luis. Universidad Nacional de La Plata; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina. Multidisciplinary Training Laboratory for Technological Research; ArgentinaJohn Wiley & Sons2023-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/219967Gomez, Enzo David; Leporace Guimil, Bruno; Conforti, Antonio; Plizzari, Giovanni; Duffó, Gustavo Sergio; et al.; A practical approach for monitoring reinforcement corrosion in steel fiber reinforced concrete elements exposed to chloride rich environments; John Wiley & Sons; Structural Concrete; 24; 1; 1-2023; 318-3311464-4177CONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/url/https://onlinelibrary.wiley.com/doi/10.1002/suco.202200302info:eu-repo/semantics/altIdentifier/doi/10.1002/suco.202200302info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-09-29T10:39:11Zoai:ri.conicet.gov.ar:11336/219967instacron:CONICETInstitucionalhttp://ri.conicet.gov.ar/Organismo científico-tecnológicoNo correspondehttp://ri.conicet.gov.ar/oai/requestdasensio@conicet.gov.ar; lcarlino@conicet.gov.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:34982025-09-29 10:39:11.908CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse |
dc.title.none.fl_str_mv |
A practical approach for monitoring reinforcement corrosion in steel fiber reinforced concrete elements exposed to chloride rich environments |
title |
A practical approach for monitoring reinforcement corrosion in steel fiber reinforced concrete elements exposed to chloride rich environments |
spellingShingle |
A practical approach for monitoring reinforcement corrosion in steel fiber reinforced concrete elements exposed to chloride rich environments Gomez, Enzo David CORROSION MONITORING CORROSION POTENTIAL FIBERS REINFORCED CONCRETE PITTING CORROSION RESISTIVITY |
title_short |
A practical approach for monitoring reinforcement corrosion in steel fiber reinforced concrete elements exposed to chloride rich environments |
title_full |
A practical approach for monitoring reinforcement corrosion in steel fiber reinforced concrete elements exposed to chloride rich environments |
title_fullStr |
A practical approach for monitoring reinforcement corrosion in steel fiber reinforced concrete elements exposed to chloride rich environments |
title_full_unstemmed |
A practical approach for monitoring reinforcement corrosion in steel fiber reinforced concrete elements exposed to chloride rich environments |
title_sort |
A practical approach for monitoring reinforcement corrosion in steel fiber reinforced concrete elements exposed to chloride rich environments |
dc.creator.none.fl_str_mv |
Gomez, Enzo David Leporace Guimil, Bruno Conforti, Antonio Plizzari, Giovanni Duffó, Gustavo Sergio Zerbino, Raul Luis |
author |
Gomez, Enzo David |
author_facet |
Gomez, Enzo David Leporace Guimil, Bruno Conforti, Antonio Plizzari, Giovanni Duffó, Gustavo Sergio Zerbino, Raul Luis |
author_role |
author |
author2 |
Leporace Guimil, Bruno Conforti, Antonio Plizzari, Giovanni Duffó, Gustavo Sergio Zerbino, Raul Luis |
author2_role |
author author author author author |
dc.subject.none.fl_str_mv |
CORROSION MONITORING CORROSION POTENTIAL FIBERS REINFORCED CONCRETE PITTING CORROSION RESISTIVITY |
topic |
CORROSION MONITORING CORROSION POTENTIAL FIBERS REINFORCED CONCRETE PITTING CORROSION RESISTIVITY |
purl_subject.fl_str_mv |
https://purl.org/becyt/ford/2.1 https://purl.org/becyt/ford/2 |
dc.description.none.fl_txt_mv |
The use of fibers in Reinforced Concrete (RC) elements changes their crackingpattern, leading to narrower and more closely spaced cracks. In addition, thepresence of fibers can improve the steel-to-concrete bond behavior reducingthe steel-to-concrete interface damage after cracking. Cracks and steel-to-concrete interface damage work like paths, for aggressive agents, to reach therebar in cracking elements, reducing the initiation period of the corrosion pro-cess, and favoring the corrosion at the intersection between cracks and rein-forcement. In this context, this article discusses an experimental program ontension ties mechanically cracked and exposed to a chloride-rich environmentwith the purpose to check and eventually adequate the typical electrochemicalmeasurements, used in the case of RC elements, for Steel Fiber ReinforcedConcrete (SFRC). Adjustments related to degradation morphology and interfer-ence of steel fibers are proposed and used on Fiber Reinforced Concrete (FRC)elements for monitoring the influence of cracks and fibers on corrosion propa-gation. Finally, these proposed modifications were checked and validatedagainst the results obtained by monitoring SFRC beams in the cracked stage. Fil: Gomez, Enzo David. Comisión Nacional de Energía Atómica; Argentina. Pontificia Universidad Católica Argentina "Santa María de los Buenos Aires"; Argentina Fil: Leporace Guimil, Bruno. Università Degli Studi Di Brescia; Italia Fil: Conforti, Antonio. Università Degli Studi Di Brescia; Italia Fil: Plizzari, Giovanni. Università Degli Studi Di Brescia; Italia Fil: Duffó, Gustavo Sergio. Comisión Nacional de Energía Atómica; Argentina. Universidad Nacional de San Martín; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina Fil: Zerbino, Raul Luis. Universidad Nacional de La Plata; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina. Multidisciplinary Training Laboratory for Technological Research; Argentina |
description |
The use of fibers in Reinforced Concrete (RC) elements changes their crackingpattern, leading to narrower and more closely spaced cracks. In addition, thepresence of fibers can improve the steel-to-concrete bond behavior reducingthe steel-to-concrete interface damage after cracking. Cracks and steel-to-concrete interface damage work like paths, for aggressive agents, to reach therebar in cracking elements, reducing the initiation period of the corrosion pro-cess, and favoring the corrosion at the intersection between cracks and rein-forcement. In this context, this article discusses an experimental program ontension ties mechanically cracked and exposed to a chloride-rich environmentwith the purpose to check and eventually adequate the typical electrochemicalmeasurements, used in the case of RC elements, for Steel Fiber ReinforcedConcrete (SFRC). Adjustments related to degradation morphology and interfer-ence of steel fibers are proposed and used on Fiber Reinforced Concrete (FRC)elements for monitoring the influence of cracks and fibers on corrosion propa-gation. Finally, these proposed modifications were checked and validatedagainst the results obtained by monitoring SFRC beams in the cracked stage. |
publishDate |
2023 |
dc.date.none.fl_str_mv |
2023-01 |
dc.type.none.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion http://purl.org/coar/resource_type/c_6501 info:ar-repo/semantics/articulo |
format |
article |
status_str |
publishedVersion |
dc.identifier.none.fl_str_mv |
http://hdl.handle.net/11336/219967 Gomez, Enzo David; Leporace Guimil, Bruno; Conforti, Antonio; Plizzari, Giovanni; Duffó, Gustavo Sergio; et al.; A practical approach for monitoring reinforcement corrosion in steel fiber reinforced concrete elements exposed to chloride rich environments; John Wiley & Sons; Structural Concrete; 24; 1; 1-2023; 318-331 1464-4177 CONICET Digital CONICET |
url |
http://hdl.handle.net/11336/219967 |
identifier_str_mv |
Gomez, Enzo David; Leporace Guimil, Bruno; Conforti, Antonio; Plizzari, Giovanni; Duffó, Gustavo Sergio; et al.; A practical approach for monitoring reinforcement corrosion in steel fiber reinforced concrete elements exposed to chloride rich environments; John Wiley & Sons; Structural Concrete; 24; 1; 1-2023; 318-331 1464-4177 CONICET Digital CONICET |
dc.language.none.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
info:eu-repo/semantics/altIdentifier/url/https://onlinelibrary.wiley.com/doi/10.1002/suco.202200302 info:eu-repo/semantics/altIdentifier/doi/10.1002/suco.202200302 |
dc.rights.none.fl_str_mv |
info:eu-repo/semantics/openAccess https://creativecommons.org/licenses/by-nc-sa/2.5/ar/ |
eu_rights_str_mv |
openAccess |
rights_invalid_str_mv |
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/ |
dc.format.none.fl_str_mv |
application/pdf application/pdf |
dc.publisher.none.fl_str_mv |
John Wiley & Sons |
publisher.none.fl_str_mv |
John Wiley & Sons |
dc.source.none.fl_str_mv |
reponame:CONICET Digital (CONICET) instname:Consejo Nacional de Investigaciones Científicas y Técnicas |
reponame_str |
CONICET Digital (CONICET) |
collection |
CONICET Digital (CONICET) |
instname_str |
Consejo Nacional de Investigaciones Científicas y Técnicas |
repository.name.fl_str_mv |
CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicas |
repository.mail.fl_str_mv |
dasensio@conicet.gov.ar; lcarlino@conicet.gov.ar |
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1844614416717316096 |
score |
13.070432 |