Durability of steel-fiber-reinforced self-compacted concrete with 100% recycled mixed aggregates
This paper investigates the durability of an innovative self-compacting concrete incorporating 100% recycled mixed aggregates in the coarse fraction and reinforced with steel fibers, aiming to contribute towards sustainable construction practices. The recycling of construction and demolition waste i...
| Autores: | , , , , |
|---|---|
| Tipo de recurso: | artículo |
| Fecha de publicación: | 2025 |
| País: | España |
| Institución: | Universitat Politècnica de Catalunya (UPC) |
| Repositorio: | UPCommons. Portal del coneixement obert de la UPC |
| Idioma: | inglés |
| OAI Identifier: | oai:upcommons.upc.edu:2117/449467 |
| Acceso en línea: | https://hdl.handle.net/2117/449467 https://dx.doi.org/10.1016/j.cscm.2025.e05366 |
| Access Level: | acceso abierto |
| Palabra clave: | Durability Mixed recycled aggregates MRA Self-compacting concrete Fibre-reinforced concrete Structural concrete Foundations Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó |
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Durability of steel-fiber-reinforced self-compacted concrete with 100% recycled mixed aggregatesOrtiz Lozano, José ÁngelFuente Antequera, Albert de la|||0000-0002-8016-1677Mena Sebastià, Francisco|||0000-0003-2775-9917Aguado de Cea, Antonio|||0000-0001-5542-6365Segura Pérez, Ignacio|||0000-0001-6519-9899DurabilityMixed recycled aggregatesMRASelf-compacting concreteFibre-reinforced concreteStructural concreteFoundationsÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigóThis paper investigates the durability of an innovative self-compacting concrete incorporating 100% recycled mixed aggregates in the coarse fraction and reinforced with steel fibers, aiming to contribute towards sustainable construction practices. The recycling of construction and demolition waste into aggregates for concrete production represents a promising strategy to address environmental challenges associated with waste disposal, natural resource depletion, and energy consumption. Recognizing the current gap in knowledge regarding comprehensive durability assessments for fully recycled, fiber-reinforced concretes, the study specifically addresses concerns related to aggressive environmental exposures typical of structures. An extensive experimental campaign was conducted, involving water penetration under pressure, internal sulfate attack, and chloride penetration tests. The results demonstrate that this steel-fiber-reinforced self-compacting concrete exhibits promising resistance against aggressive environmental agents. The key findings confirm its potential applicability in foundational structural elements, highlighting that this sustainable alternative does not significantly compromise durability when compared to conventional concretes. Consequently, this research advances understanding of how high-content recycled aggregate concretes can achieve both structural integrity and environmental sustainability, supporting broader implementation in practical engineering applications.The authors would like to thank the Agency for Management of University and Research Grants (AGAUR), Barcelona, Spain and the company ESCOFET 1886, S.A., Barcelona, Spain, for the economic support within the Industrial Doctorate Programme of Dr. Francisco Mena. This study was also fund by the Spanish Ministry of Science and Innovation under the scope of project CREEF (PID2019-108978RB-C32). Likewise, the authors wish to thank the Structural and Materials Technology Laboratory Luis Agulló Lab Staff, belonging to UPC-Barcelona Tech, Spain. We would like to thank FCC for the opportunity of on-site experiences.Peer ReviewedElsevier20252025-12-0120252025-12-19journal articlehttp://purl.org/coar/resource_type/c_6501VoRhttp://purl.org/coar/version/c_970fb48d4fbd8a85info:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/2117/449467https://dx.doi.org/10.1016/j.cscm.2025.e05366reponame:UPCommons. Portal del coneixement obert de la UPCinstname:Universitat Politècnica de Catalunya (UPC)InglésengAgencia Estatal de Investigación http://doi.org/10.13039/501100011033 Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020 PID2019-108978RB-C32 FLUENCIA Y FATIGA EN ELEMENTOS ESTRUCTURALES DE HORMIGON REFORZADO CON FIBRASopen accesshttp://purl.org/coar/access_right/c_abf2Attribution-NonCommercial 4.0 Internationalhttp://creativecommons.org/licenses/by-nc/4.0/info:eu-repo/semantics/openAccessoai:upcommons.upc.edu:2117/4494672026-05-27T15:37:01Z |
| dc.title.none.fl_str_mv |
Durability of steel-fiber-reinforced self-compacted concrete with 100% recycled mixed aggregates |
| title |
Durability of steel-fiber-reinforced self-compacted concrete with 100% recycled mixed aggregates |
| spellingShingle |
Durability of steel-fiber-reinforced self-compacted concrete with 100% recycled mixed aggregates Ortiz Lozano, José Ángel Durability Mixed recycled aggregates MRA Self-compacting concrete Fibre-reinforced concrete Structural concrete Foundations Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó |
| title_short |
Durability of steel-fiber-reinforced self-compacted concrete with 100% recycled mixed aggregates |
| title_full |
Durability of steel-fiber-reinforced self-compacted concrete with 100% recycled mixed aggregates |
| title_fullStr |
Durability of steel-fiber-reinforced self-compacted concrete with 100% recycled mixed aggregates |
| title_full_unstemmed |
Durability of steel-fiber-reinforced self-compacted concrete with 100% recycled mixed aggregates |
| title_sort |
Durability of steel-fiber-reinforced self-compacted concrete with 100% recycled mixed aggregates |
| dc.creator.none.fl_str_mv |
Ortiz Lozano, José Ángel Fuente Antequera, Albert de la|||0000-0002-8016-1677 Mena Sebastià, Francisco|||0000-0003-2775-9917 Aguado de Cea, Antonio|||0000-0001-5542-6365 Segura Pérez, Ignacio|||0000-0001-6519-9899 |
| author |
Ortiz Lozano, José Ángel |
| author_facet |
Ortiz Lozano, José Ángel Fuente Antequera, Albert de la|||0000-0002-8016-1677 Mena Sebastià, Francisco|||0000-0003-2775-9917 Aguado de Cea, Antonio|||0000-0001-5542-6365 Segura Pérez, Ignacio|||0000-0001-6519-9899 |
| author_role |
author |
| author2 |
Fuente Antequera, Albert de la|||0000-0002-8016-1677 Mena Sebastià, Francisco|||0000-0003-2775-9917 Aguado de Cea, Antonio|||0000-0001-5542-6365 Segura Pérez, Ignacio|||0000-0001-6519-9899 |
| author2_role |
author author author author |
| dc.subject.none.fl_str_mv |
Durability Mixed recycled aggregates MRA Self-compacting concrete Fibre-reinforced concrete Structural concrete Foundations Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó |
| topic |
Durability Mixed recycled aggregates MRA Self-compacting concrete Fibre-reinforced concrete Structural concrete Foundations Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó |
| description |
This paper investigates the durability of an innovative self-compacting concrete incorporating 100% recycled mixed aggregates in the coarse fraction and reinforced with steel fibers, aiming to contribute towards sustainable construction practices. The recycling of construction and demolition waste into aggregates for concrete production represents a promising strategy to address environmental challenges associated with waste disposal, natural resource depletion, and energy consumption. Recognizing the current gap in knowledge regarding comprehensive durability assessments for fully recycled, fiber-reinforced concretes, the study specifically addresses concerns related to aggressive environmental exposures typical of structures. An extensive experimental campaign was conducted, involving water penetration under pressure, internal sulfate attack, and chloride penetration tests. The results demonstrate that this steel-fiber-reinforced self-compacting concrete exhibits promising resistance against aggressive environmental agents. The key findings confirm its potential applicability in foundational structural elements, highlighting that this sustainable alternative does not significantly compromise durability when compared to conventional concretes. Consequently, this research advances understanding of how high-content recycled aggregate concretes can achieve both structural integrity and environmental sustainability, supporting broader implementation in practical engineering applications. |
| publishDate |
2025 |
| dc.date.none.fl_str_mv |
2025 2025-12-01 2025 2025-12-19 |
| dc.type.none.fl_str_mv |
journal article http://purl.org/coar/resource_type/c_6501 VoR http://purl.org/coar/version/c_970fb48d4fbd8a85 |
| dc.type.openaire.fl_str_mv |
info:eu-repo/semantics/article |
| format |
article |
| dc.identifier.none.fl_str_mv |
https://hdl.handle.net/2117/449467 https://dx.doi.org/10.1016/j.cscm.2025.e05366 |
| url |
https://hdl.handle.net/2117/449467 https://dx.doi.org/10.1016/j.cscm.2025.e05366 |
| dc.language.none.fl_str_mv |
Inglés eng |
| language_invalid_str_mv |
Inglés |
| language |
eng |
| dc.relation.none.fl_str_mv |
Agencia Estatal de Investigación http://doi.org/10.13039/501100011033 Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020 PID2019-108978RB-C32 FLUENCIA Y FATIGA EN ELEMENTOS ESTRUCTURALES DE HORMIGON REFORZADO CON FIBRAS |
| dc.rights.none.fl_str_mv |
open access http://purl.org/coar/access_right/c_abf2 Attribution-NonCommercial 4.0 International http://creativecommons.org/licenses/by-nc/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 4.0 International http://creativecommons.org/licenses/by-nc/4.0/ |
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openAccess |
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application/pdf |
| dc.publisher.none.fl_str_mv |
Elsevier |
| publisher.none.fl_str_mv |
Elsevier |
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reponame:UPCommons. Portal del coneixement obert de la UPC instname:Universitat Politècnica de Catalunya (UPC) |
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Universitat Politècnica de Catalunya (UPC) |
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UPCommons. Portal del coneixement obert de la UPC |
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UPCommons. Portal del coneixement obert de la UPC |
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15.81155 |