Thermal deformability of recycled self-compacting concrete under cyclical temperature variations

Recycled Concrete Aggregate (RCA) has greater elasticity than natural aggregate, due to the presence of adhered hydrated mortar in the coarse fraction, and mortar particles in the fine fraction. To evaluate this aspect under temperature variations, four Self-Compacting Concretes (SCC) made with 100%...

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Autores: Revilla Cuesta, Víctor, Skaf, Marta, Chica, José Antonio, Fuente Alonso, José Antonio de la, Ortega López, Vanesa
Tipo de recurso: artículo
Fecha de publicación:2020
País:España
Institución:Consejo General de la Arquitectura Técnica de España (CGATE)
Repositorio:RIARTE
OAI Identifier:oai:www.riarte.es:20.500.12251/2008
Acceso en línea:http://hdl.handle.net/20.500.12251/2008
https://doi.org/10.1016/j.matlet.2020.128417
Access Level:acceso abierto
Palabra clave:Gradiente de temperatura
Temperatura de referencia
Comportamiento térmico
Material de construcción
Deformabilidad
Hormigón reciclado
Hormigón Autocompactante (HAC)
Morteros - Construcción
Reciclaje - Construcción
Ensayos (propiedades o materiales)
3313.04 Material de Construcción
3305.05 Tecnología del Hormigón
3312.08 Propiedades de Los Materiales
3312.12 Ensayo de Materiales
3308.02 Residuos Industriales
3311.16 Instrumentos de Medida de la Temperatura
3312.09 Resistencia de Materiales
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spelling Thermal deformability of recycled self-compacting concrete under cyclical temperature variationsRevilla Cuesta, VíctorSkaf, MartaChica, José AntonioFuente Alonso, José Antonio de laOrtega López, VanesaGradiente de temperaturaTemperatura de referenciaComportamiento térmicoMaterial de construcciónDeformabilidadHormigón recicladoHormigón Autocompactante (HAC)Morteros - ConstrucciónReciclaje - ConstrucciónEnsayos (propiedades o materiales)3313.04 Material de Construcción3305.05 Tecnología del Hormigón3312.08 Propiedades de Los Materiales3312.12 Ensayo de Materiales3308.02 Residuos Industriales3311.16 Instrumentos de Medida de la Temperatura3312.09 Resistencia de MaterialesRecycled Concrete Aggregate (RCA) has greater elasticity than natural aggregate, due to the presence of adhered hydrated mortar in the coarse fraction, and mortar particles in the fine fraction. To evaluate this aspect under temperature variations, four Self-Compacting Concretes (SCC) made with 100% coarse and/or fine RCA were subjected to cyclical temperature variations between 70 °C and 20 °C and between −15 °C and 20 °C. The addition of RCA, especially in the coarse fraction, increased the thermal deformability, although the difference tended to decrease with the number of cycles, especially in positive temperature variations. This study concludes that the traditional upper limit of the linear thermal expansion coefficient for concrete (1.2·10−5 °C−1) is also suitable when RCA is incorporated. © 2020 Elsevier B.V.Elsevier B.V.2020info:eu-repo/semantics/articlehttp://hdl.handle.net/20.500.12251/2008https://doi.org/10.1016/j.matlet.2020.128417reponame:RIARTEinstname:Consejo General de la Arquitectura Técnica de España (CGATE)Ingléshttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessoai:www.riarte.es:20.500.12251/20082026-06-02T12:44:41Z
dc.title.none.fl_str_mv Thermal deformability of recycled self-compacting concrete under cyclical temperature variations
title Thermal deformability of recycled self-compacting concrete under cyclical temperature variations
spellingShingle Thermal deformability of recycled self-compacting concrete under cyclical temperature variations
Revilla Cuesta, Víctor
Gradiente de temperatura
Temperatura de referencia
Comportamiento térmico
Material de construcción
Deformabilidad
Hormigón reciclado
Hormigón Autocompactante (HAC)
Morteros - Construcción
Reciclaje - Construcción
Ensayos (propiedades o materiales)
3313.04 Material de Construcción
3305.05 Tecnología del Hormigón
3312.08 Propiedades de Los Materiales
3312.12 Ensayo de Materiales
3308.02 Residuos Industriales
3311.16 Instrumentos de Medida de la Temperatura
3312.09 Resistencia de Materiales
title_short Thermal deformability of recycled self-compacting concrete under cyclical temperature variations
title_full Thermal deformability of recycled self-compacting concrete under cyclical temperature variations
title_fullStr Thermal deformability of recycled self-compacting concrete under cyclical temperature variations
title_full_unstemmed Thermal deformability of recycled self-compacting concrete under cyclical temperature variations
title_sort Thermal deformability of recycled self-compacting concrete under cyclical temperature variations
dc.creator.none.fl_str_mv Revilla Cuesta, Víctor
Skaf, Marta
Chica, José Antonio
Fuente Alonso, José Antonio de la
Ortega López, Vanesa
author Revilla Cuesta, Víctor
author_facet Revilla Cuesta, Víctor
Skaf, Marta
Chica, José Antonio
Fuente Alonso, José Antonio de la
Ortega López, Vanesa
author_role author
author2 Skaf, Marta
Chica, José Antonio
Fuente Alonso, José Antonio de la
Ortega López, Vanesa
author2_role author
author
author
author
dc.subject.none.fl_str_mv Gradiente de temperatura
Temperatura de referencia
Comportamiento térmico
Material de construcción
Deformabilidad
Hormigón reciclado
Hormigón Autocompactante (HAC)
Morteros - Construcción
Reciclaje - Construcción
Ensayos (propiedades o materiales)
3313.04 Material de Construcción
3305.05 Tecnología del Hormigón
3312.08 Propiedades de Los Materiales
3312.12 Ensayo de Materiales
3308.02 Residuos Industriales
3311.16 Instrumentos de Medida de la Temperatura
3312.09 Resistencia de Materiales
topic Gradiente de temperatura
Temperatura de referencia
Comportamiento térmico
Material de construcción
Deformabilidad
Hormigón reciclado
Hormigón Autocompactante (HAC)
Morteros - Construcción
Reciclaje - Construcción
Ensayos (propiedades o materiales)
3313.04 Material de Construcción
3305.05 Tecnología del Hormigón
3312.08 Propiedades de Los Materiales
3312.12 Ensayo de Materiales
3308.02 Residuos Industriales
3311.16 Instrumentos de Medida de la Temperatura
3312.09 Resistencia de Materiales
description Recycled Concrete Aggregate (RCA) has greater elasticity than natural aggregate, due to the presence of adhered hydrated mortar in the coarse fraction, and mortar particles in the fine fraction. To evaluate this aspect under temperature variations, four Self-Compacting Concretes (SCC) made with 100% coarse and/or fine RCA were subjected to cyclical temperature variations between 70 °C and 20 °C and between −15 °C and 20 °C. The addition of RCA, especially in the coarse fraction, increased the thermal deformability, although the difference tended to decrease with the number of cycles, especially in positive temperature variations. This study concludes that the traditional upper limit of the linear thermal expansion coefficient for concrete (1.2·10−5 °C−1) is also suitable when RCA is incorporated. © 2020 Elsevier B.V.
publishDate 2020
dc.date.none.fl_str_mv 2020
dc.type.none.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.none.fl_str_mv http://hdl.handle.net/20.500.12251/2008
https://doi.org/10.1016/j.matlet.2020.128417
url http://hdl.handle.net/20.500.12251/2008
https://doi.org/10.1016/j.matlet.2020.128417
dc.language.none.fl_str_mv Inglés
language_invalid_str_mv Inglés
dc.rights.none.fl_str_mv http://creativecommons.org/licenses/by-nc-nd/4.0/
info:eu-repo/semantics/openAccess
rights_invalid_str_mv http://creativecommons.org/licenses/by-nc-nd/4.0/
eu_rights_str_mv openAccess
dc.publisher.none.fl_str_mv Elsevier B.V.
publisher.none.fl_str_mv Elsevier B.V.
dc.source.none.fl_str_mv reponame:RIARTE
instname:Consejo General de la Arquitectura Técnica de España (CGATE)
instname_str Consejo General de la Arquitectura Técnica de España (CGATE)
reponame_str RIARTE
collection RIARTE
repository.name.fl_str_mv
repository.mail.fl_str_mv
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