Resonance fatigue testing on high-strength self-compacting concrete

ABSTRACT: Concrete structures are increasingly affected by fatigue damage, while new slender building structures with greater mechanical requirements make it necessary to deepen knowledge of their behaviour under fatigue loading. In this research, high-strength plain concrete was studied under two d...

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Autores: Thomas García, Carlos|||0000-0002-2641-9411, Sainz-Aja Guerra, José Adolfo|||0000-0003-3187-4790, Setién Marquínez, Jesús|||0000-0002-6285-8745, Cimentada Hernández, Ana Isabel|||0000-0003-3256-7047, Polanco Madrazo, Juan Antonio|||0000-0002-2649-9490
Formato: artículo
Fecha de publicación:2021
País:España
Recursos:Universidad de Cantabria (UC)
Repositorio:UCrea Repositorio Abierto de la Universidad de Cantabria
Idioma:inglés
OAI Identifier:oai:repositorio.unican.es:10902/24184
Acesso em linha:http://hdl.handle.net/10902/24184
Access Level:acceso abierto
Palavra-chave:Fatigue
High-strength concrete
Plain concrete
Wöhler
Frequency
Resonance
Fatigue limit
Fatigue life
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spelling Resonance fatigue testing on high-strength self-compacting concreteThomas García, Carlos|||0000-0002-2641-9411Sainz-Aja Guerra, José Adolfo|||0000-0003-3187-4790Setién Marquínez, Jesús|||0000-0002-6285-8745Cimentada Hernández, Ana Isabel|||0000-0003-3256-7047Polanco Madrazo, Juan Antonio|||0000-0002-2649-9490FatigueHigh-strength concretePlain concreteWöhlerFrequencyResonanceFatigue limitFatigue lifeABSTRACT: Concrete structures are increasingly affected by fatigue damage, while new slender building structures with greater mechanical requirements make it necessary to deepen knowledge of their behaviour under fatigue loading. In this research, high-strength plain concrete was studied under two different frequencies of cyclic compressive stress. Wöhler curves were obtained in two different ways, on the one hand, applying a uniform frequency of 10 Hz and, on the other hand, applying the specimen resonance frequency. The results show two different types of behaviour. A reduction in fatigue life was observed in those concretes tested at very high frequency. When loads were applied at resonance frequency, they did not seem to modify the breaking mechanisms of the concrete subjected to fatigue.ElsevierUniversidad de Cantabria20212021-03-01journal articlehttp://purl.org/coar/resource_type/c_6501NAhttp://purl.org/coar/version/c_be7fb7dd8ff6fe43info:eu-repo/semantics/articlehttp://hdl.handle.net/10902/24184Journal of Building Engineering 2021, 35, 102057reponame:UCrea Repositorio Abierto de la Universidad de Cantabriainstname:Universidad de Cantabria (UC)Inglésengopen accesshttp://purl.org/coar/access_right/c_abf2Attribution-NonCommercial-NoDerivatives 4.0 Internationalhttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessoai:repositorio.unican.es:10902/241842026-06-02T12:39:31Z
dc.title.none.fl_str_mv Resonance fatigue testing on high-strength self-compacting concrete
title Resonance fatigue testing on high-strength self-compacting concrete
spellingShingle Resonance fatigue testing on high-strength self-compacting concrete
Thomas García, Carlos|||0000-0002-2641-9411
Fatigue
High-strength concrete
Plain concrete
Wöhler
Frequency
Resonance
Fatigue limit
Fatigue life
title_short Resonance fatigue testing on high-strength self-compacting concrete
title_full Resonance fatigue testing on high-strength self-compacting concrete
title_fullStr Resonance fatigue testing on high-strength self-compacting concrete
title_full_unstemmed Resonance fatigue testing on high-strength self-compacting concrete
title_sort Resonance fatigue testing on high-strength self-compacting concrete
dc.creator.none.fl_str_mv Thomas García, Carlos|||0000-0002-2641-9411
Sainz-Aja Guerra, José Adolfo|||0000-0003-3187-4790
Setién Marquínez, Jesús|||0000-0002-6285-8745
Cimentada Hernández, Ana Isabel|||0000-0003-3256-7047
Polanco Madrazo, Juan Antonio|||0000-0002-2649-9490
author Thomas García, Carlos|||0000-0002-2641-9411
author_facet Thomas García, Carlos|||0000-0002-2641-9411
Sainz-Aja Guerra, José Adolfo|||0000-0003-3187-4790
Setién Marquínez, Jesús|||0000-0002-6285-8745
Cimentada Hernández, Ana Isabel|||0000-0003-3256-7047
Polanco Madrazo, Juan Antonio|||0000-0002-2649-9490
author_role author
author2 Sainz-Aja Guerra, José Adolfo|||0000-0003-3187-4790
Setién Marquínez, Jesús|||0000-0002-6285-8745
Cimentada Hernández, Ana Isabel|||0000-0003-3256-7047
Polanco Madrazo, Juan Antonio|||0000-0002-2649-9490
author2_role author
author
author
author
dc.contributor.none.fl_str_mv Universidad de Cantabria
dc.subject.none.fl_str_mv Fatigue
High-strength concrete
Plain concrete
Wöhler
Frequency
Resonance
Fatigue limit
Fatigue life
topic Fatigue
High-strength concrete
Plain concrete
Wöhler
Frequency
Resonance
Fatigue limit
Fatigue life
description ABSTRACT: Concrete structures are increasingly affected by fatigue damage, while new slender building structures with greater mechanical requirements make it necessary to deepen knowledge of their behaviour under fatigue loading. In this research, high-strength plain concrete was studied under two different frequencies of cyclic compressive stress. Wöhler curves were obtained in two different ways, on the one hand, applying a uniform frequency of 10 Hz and, on the other hand, applying the specimen resonance frequency. The results show two different types of behaviour. A reduction in fatigue life was observed in those concretes tested at very high frequency. When loads were applied at resonance frequency, they did not seem to modify the breaking mechanisms of the concrete subjected to fatigue.
publishDate 2021
dc.date.none.fl_str_mv 2021
2021-03-01
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 http://hdl.handle.net/10902/24184
url http://hdl.handle.net/10902/24184
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-NonCommercial-NoDerivatives 4.0 International
http://creativecommons.org/licenses/by-nc-nd/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-NonCommercial-NoDerivatives 4.0 International
http://creativecommons.org/licenses/by-nc-nd/4.0/
eu_rights_str_mv openAccess
dc.publisher.none.fl_str_mv Elsevier
publisher.none.fl_str_mv Elsevier
dc.source.none.fl_str_mv Journal of Building Engineering 2021, 35, 102057
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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