Fatigue Behaviour of Concrete Using Siderurgical Aggregates

The use of concrete with aggregates with reduced environmental impact, as is the case of concrete with siderurgical aggregates (recovered slags), will inevitably increase in the future, as a result of policies promoting development of more sustainable construction materials. These concretes offer an...

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Autores: Tamayo Castañeda, Pablo|||0000-0003-2195-7883, García Del Ángel, Gilberto de Jesús, Sainz-Aja Guerra, José Adolfo|||0000-0003-3187-4790, Cimentada Hernández, Ana Isabel|||0000-0003-3256-7047, Setién Marquínez, Jesús|||0000-0002-6285-8745, Polanco Madrazo, Juan Antonio|||0000-0002-2649-9490, Thomas García, Carlos|||0000-0002-2641-9411
Tipo de recurso: artículo
Fecha de publicación:2023
País:España
Institución:Universidad de Cantabria (UC)
Repositorio:UCrea Repositorio Abierto de la Universidad de Cantabria
Idioma:inglés
OAI Identifier:oai:repositorio.unican.es:10902/28243
Acceso en línea:https://hdl.handle.net/10902/28243
Access Level:acceso abierto
Palabra clave:Fatigue behaviour
Fatigue limit
Concrete
EAFS
Siderurgical aggregates
Mechanical properties
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spelling Fatigue Behaviour of Concrete Using Siderurgical AggregatesTamayo Castañeda, Pablo|||0000-0003-2195-7883García Del Ángel, Gilberto de JesúsSainz-Aja Guerra, José Adolfo|||0000-0003-3187-4790Cimentada Hernández, Ana Isabel|||0000-0003-3256-7047Setién Marquínez, Jesús|||0000-0002-6285-8745Polanco Madrazo, Juan Antonio|||0000-0002-2649-9490Thomas García, Carlos|||0000-0002-2641-9411Fatigue behaviourFatigue limitConcreteEAFSSiderurgical aggregatesMechanical propertiesThe use of concrete with aggregates with reduced environmental impact, as is the case of concrete with siderurgical aggregates (recovered slags), will inevitably increase in the future, as a result of policies promoting development of more sustainable construction materials. These concretes offer an excellent response to static loads, but their behaviour under dynamic loads has not yet been studied. The aim of this study is to characterize the fatigue behaviour, in terms of fatigue limit, of a concrete with siderurgical aggregates by comparing it with an analogous conventional limestone concrete. This characterization was carried out using the Locati method, which stands out for its convenience, speed and low cost, with the feature of being carried out at a high frequency corresponding to the resonance frequency. Performing high-frequency tests has drastically reduced test times and thus costs. Likewise, the results obtained show that, using various criteria found in the literature, concrete with siderurgical aggregates has a higher fatigue limit in absolute terms (MPa), but a lower one in relative terms (% fc).This research was co-financed by the European Regional Development Fund (ERDF) and the Ministry of Economy, Industry, and Competitiveness (MINECO) within the framework of the project RTC-2016-5637-3.MDPIUniversidad de Cantabria20232023-01-01journal articlehttp://purl.org/coar/resource_type/c_6501NAhttp://purl.org/coar/version/c_be7fb7dd8ff6fe43info:eu-repo/semantics/articlehttps://hdl.handle.net/10902/28243Applied Sciences, 2023, 13, 2439reponame:UCrea Repositorio Abierto de la Universidad de Cantabriainstname:Universidad de Cantabria (UC)Inglésengopen accesshttp://purl.org/coar/access_right/c_abf2Attribution 4.0 Internationalhttp://creativecommons.org/licenses/by/4.0/info:eu-repo/semantics/openAccessoai:repositorio.unican.es:10902/282432026-06-02T12:39:31Z
dc.title.none.fl_str_mv Fatigue Behaviour of Concrete Using Siderurgical Aggregates
title Fatigue Behaviour of Concrete Using Siderurgical Aggregates
spellingShingle Fatigue Behaviour of Concrete Using Siderurgical Aggregates
Tamayo Castañeda, Pablo|||0000-0003-2195-7883
Fatigue behaviour
Fatigue limit
Concrete
EAFS
Siderurgical aggregates
Mechanical properties
title_short Fatigue Behaviour of Concrete Using Siderurgical Aggregates
title_full Fatigue Behaviour of Concrete Using Siderurgical Aggregates
title_fullStr Fatigue Behaviour of Concrete Using Siderurgical Aggregates
title_full_unstemmed Fatigue Behaviour of Concrete Using Siderurgical Aggregates
title_sort Fatigue Behaviour of Concrete Using Siderurgical Aggregates
dc.creator.none.fl_str_mv Tamayo Castañeda, Pablo|||0000-0003-2195-7883
García Del Ángel, Gilberto de Jesús
Sainz-Aja Guerra, José Adolfo|||0000-0003-3187-4790
Cimentada Hernández, Ana Isabel|||0000-0003-3256-7047
Setién Marquínez, Jesús|||0000-0002-6285-8745
Polanco Madrazo, Juan Antonio|||0000-0002-2649-9490
Thomas García, Carlos|||0000-0002-2641-9411
author Tamayo Castañeda, Pablo|||0000-0003-2195-7883
author_facet Tamayo Castañeda, Pablo|||0000-0003-2195-7883
García Del Ángel, Gilberto de Jesús
Sainz-Aja Guerra, José Adolfo|||0000-0003-3187-4790
Cimentada Hernández, Ana Isabel|||0000-0003-3256-7047
Setién Marquínez, Jesús|||0000-0002-6285-8745
Polanco Madrazo, Juan Antonio|||0000-0002-2649-9490
Thomas García, Carlos|||0000-0002-2641-9411
author_role author
author2 García Del Ángel, Gilberto de Jesús
Sainz-Aja Guerra, José Adolfo|||0000-0003-3187-4790
Cimentada Hernández, Ana Isabel|||0000-0003-3256-7047
Setién Marquínez, Jesús|||0000-0002-6285-8745
Polanco Madrazo, Juan Antonio|||0000-0002-2649-9490
Thomas García, Carlos|||0000-0002-2641-9411
author2_role author
author
author
author
author
author
dc.contributor.none.fl_str_mv Universidad de Cantabria
dc.subject.none.fl_str_mv Fatigue behaviour
Fatigue limit
Concrete
EAFS
Siderurgical aggregates
Mechanical properties
topic Fatigue behaviour
Fatigue limit
Concrete
EAFS
Siderurgical aggregates
Mechanical properties
description The use of concrete with aggregates with reduced environmental impact, as is the case of concrete with siderurgical aggregates (recovered slags), will inevitably increase in the future, as a result of policies promoting development of more sustainable construction materials. These concretes offer an excellent response to static loads, but their behaviour under dynamic loads has not yet been studied. The aim of this study is to characterize the fatigue behaviour, in terms of fatigue limit, of a concrete with siderurgical aggregates by comparing it with an analogous conventional limestone concrete. This characterization was carried out using the Locati method, which stands out for its convenience, speed and low cost, with the feature of being carried out at a high frequency corresponding to the resonance frequency. Performing high-frequency tests has drastically reduced test times and thus costs. Likewise, the results obtained show that, using various criteria found in the literature, concrete with siderurgical aggregates has a higher fatigue limit in absolute terms (MPa), but a lower one in relative terms (% fc).
publishDate 2023
dc.date.none.fl_str_mv 2023
2023-01-01
dc.type.none.fl_str_mv journal article
http://purl.org/coar/resource_type/c_6501
NA
http://purl.org/coar/version/c_be7fb7dd8ff6fe43
dc.type.openaire.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.none.fl_str_mv https://hdl.handle.net/10902/28243
url https://hdl.handle.net/10902/28243
dc.language.none.fl_str_mv Inglés
eng
language_invalid_str_mv Inglés
language eng
dc.rights.none.fl_str_mv open access
http://purl.org/coar/access_right/c_abf2
Attribution 4.0 International
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
Attribution 4.0 International
http://creativecommons.org/licenses/by/4.0/
eu_rights_str_mv openAccess
dc.publisher.none.fl_str_mv MDPI
publisher.none.fl_str_mv MDPI
dc.source.none.fl_str_mv Applied Sciences, 2023, 13, 2439
reponame:UCrea Repositorio Abierto de la Universidad de Cantabria
instname:Universidad de Cantabria (UC)
instname_str Universidad de Cantabria (UC)
reponame_str UCrea Repositorio Abierto de la Universidad de Cantabria
collection UCrea Repositorio Abierto de la Universidad de Cantabria
repository.name.fl_str_mv
repository.mail.fl_str_mv
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score 15,300724

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