Characterization of a fibre-reinforced self-compacting concrete with 100% of mixed recycled aggregates

A new cement-based material is presented in this research contribution. The material consists in a fibre-reinforced self-compacting concrete with 100% of mixed recycled aggregate. Six different mixes were produced in two different conditions: (1) in a concrete plant in order to verify the adaptabili...

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Detalles Bibliográficos
Autores: Ortiz Lozano, José Ángel, Fuente Antequera, Albert de la|||0000-0002-8016-1677, Segura Pérez, Ignacio|||0000-0001-6519-9899, Aguado de Cea, Antonio|||0000-0001-5542-6365, Parapinski Dos Santos, Ana Carolina, Pacheco Martínez, Jesús, Soto Martínez, Juan J.
Tipo de recurso: artículo
Fecha de publicación:2017
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:2117/132526
Acceso en línea:https://hdl.handle.net/2117/132526
https://dx.doi.org/10.2495/CMEM-V6-N3-584-593
Access Level:acceso abierto
Palabra clave:Self-consolidating concrete
fibres
mechanical properties
recycling
residual/internal stress
self-compacting concrete
Formigó autocompactant
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
Descripción
Sumario:A new cement-based material is presented in this research contribution. The material consists in a fibre-reinforced self-compacting concrete with 100% of mixed recycled aggregate. Six different mixes were produced in two different conditions: (1) in a concrete plant in order to verify the adaptability of the existing equipment to produce and pour this material under real boundary conditions and (2) in laboratory controlled conditions. A physical (density, porosity, fibre distribution and orientation) and mechanical (compressive, tensile and post-cracking strengths, Young modulus) characterization involving 1,100 specimens was carried out. The results obtained permit to conclude that compressive concrete strength superior to 30 MPa can be achieved with certain ductility and tenacity. In based of these results, this material could be used in applications like foundations, ground-supported slabs, retaining systems and other elements with moderate structural responsibility.