Resonance Fatigue Behaviour of Concretes with Recycled Cement and Aggregate

ABSTRACT: The huge increase in production of construction and demolition waste (CDW) worldwide is leading to the valorisation of as recycled aggregates. One of the most promising alternatives is its use as a recycled aggregate in the manufacture of structural concrete, which motivates the study of t...

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Autores: Cantero, Blas; Sainz-Aja Guerra, José Adolfo|||0000-0003-3187-4790; Yoris Nóbile, Adrián Isidro|||0000-0001-9332-2372; Medina, César; Thomas García, Carlos|||0000-0002-2641-9411
Tipo de documento: Artículo
Fecha de publicación:2021
País:España
Institución:Universidad de Cantabria (UC)
Repositorio:UCrea Repositorio Abierto de la Universidad de Cantabria
Lenguaje:Inglés
OAI Identifier:oai:repositorio.unican.es:10902/23875
Acceso en línea:http://hdl.handle.net/10902/23875
Nivel de acceso:Acceso abierto
Palabra clave:Recycled concrete
Resonant fatigue
Locati method
High frequency
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author Cantero, Blas
author2 Sainz-Aja Guerra, José Adolfo|||0000-0003-3187-4790
Yoris Nóbile, Adrián Isidro|||0000-0001-9332-2372
Medina, César
Thomas García, Carlos|||0000-0002-2641-9411
author2_role author
author
author
author
author_browse Cantero, Blas
Medina, César
Sainz-Aja Guerra, José Adolfo|||0000-0003-3187-4790
Thomas García, Carlos|||0000-0002-2641-9411
Yoris Nóbile, Adrián Isidro|||0000-0001-9332-2372
author_facet Cantero, Blas
Sainz-Aja Guerra, José Adolfo|||0000-0003-3187-4790
Yoris Nóbile, Adrián Isidro|||0000-0001-9332-2372
Medina, César
Thomas García, Carlos|||0000-0002-2641-9411
author_role author
collection UCrea Repositorio Abierto de la Universidad de Cantabria
description ABSTRACT: The huge increase in production of construction and demolition waste (CDW) worldwide is leading to the valorisation of as recycled aggregates. One of the most promising alternatives is its use as a recycled aggregate in the manufacture of structural concrete, which motivates the study of the dynamic behaviour of these materials in order to ensure their suitability for use in elements subjected to dynamic loads. This work evaluated the resonant compressive fatigue behaviour of structural concretes with 25% or 50% recycled mixed aggregates, either individually or in combination with 25% recycled cement of clay-based materials both from CDW. All mixes were subjected to compressive fatigue tests using the accelerated Locati method. Regarding the fatigue limit, the results showed that for all mixes, it was between 30% and 45% of the compressive strength. In addition, a correlation was also found between the resonance frequency of the test and the deformation suffered by the specimen. This correlation enabled the estimation of the fatigue limit through a more stable parameter than the strain measured by strain gauges, namely, the resonance frequency. In addition, it was found that the resonance frequency of the test changed as the specimen damage increased. This observation enabled the estimation of the fatigue limit through a more stable parameter than the strain measured by strain gauges, namely, the resonance frequency.
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institution Universidad de Cantabria (UC)
instname_str Universidad de Cantabria (UC)
language eng
network_acronym_str ES
network_name_str España
oai_identifier_str oai:repositorio.unican.es:10902/23875
publishDate 2021
publishDateSort 2021
publisher MDPI
publisherStr MDPI
reponame_str UCrea Repositorio Abierto de la Universidad de Cantabria
spelling Resonance Fatigue Behaviour of Concretes with Recycled Cement and Aggregate Cantero, Blas Sainz-Aja Guerra, José Adolfo|||0000-0003-3187-4790 Yoris Nóbile, Adrián Isidro|||0000-0001-9332-2372 Medina, César Thomas García, Carlos|||0000-0002-2641-9411 Recycled concrete Resonant fatigue Locati method High frequency ABSTRACT: The huge increase in production of construction and demolition waste (CDW) worldwide is leading to the valorisation of as recycled aggregates. One of the most promising alternatives is its use as a recycled aggregate in the manufacture of structural concrete, which motivates the study of the dynamic behaviour of these materials in order to ensure their suitability for use in elements subjected to dynamic loads. This work evaluated the resonant compressive fatigue behaviour of structural concretes with 25% or 50% recycled mixed aggregates, either individually or in combination with 25% recycled cement of clay-based materials both from CDW. All mixes were subjected to compressive fatigue tests using the accelerated Locati method. Regarding the fatigue limit, the results showed that for all mixes, it was between 30% and 45% of the compressive strength. In addition, a correlation was also found between the resonance frequency of the test and the deformation suffered by the specimen. This correlation enabled the estimation of the fatigue limit through a more stable parameter than the strain measured by strain gauges, namely, the resonance frequency. In addition, it was found that the resonance frequency of the test changed as the specimen damage increased. This observation enabled the estimation of the fatigue limit through a more stable parameter than the strain measured by strain gauges, namely, the resonance frequency. This research was funded by the Spanish Ministry of Science and Innovation within the framework of the project BIA 2013-48876-C3-2-R. MDPI http://hdl.handle.net/10902/23875
spellingShingle Resonance Fatigue Behaviour of Concretes with Recycled Cement and Aggregate
Cantero, Blas
Recycled concrete
Resonant fatigue
Locati method
High frequency
title Resonance Fatigue Behaviour of Concretes with Recycled Cement and Aggregate
title_full Resonance Fatigue Behaviour of Concretes with Recycled Cement and Aggregate
title_fullStr Resonance Fatigue Behaviour of Concretes with Recycled Cement and Aggregate
title_full_unstemmed Resonance Fatigue Behaviour of Concretes with Recycled Cement and Aggregate
title_short Resonance Fatigue Behaviour of Concretes with Recycled Cement and Aggregate
title_sort Resonance Fatigue Behaviour of Concretes with Recycled Cement and Aggregate
topic Recycled concrete
Resonant fatigue
Locati method
High frequency
topic_facet Recycled concrete
Resonant fatigue
Locati method
High frequency
url http://hdl.handle.net/10902/23875