A textile waste fiber-reinforced cement composite: comparison between short random fiber and textile reinforcement

Currently, millions of tons of textile waste from the garment and textile industries are generated worldwide each year. As a promising option in terms of sustainability, textile waste fibers could be used as internal reinforcement of cement-based composites by enhancing ductility and decreasing crac...

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Detalles Bibliográficos
Autores: Sadrolodabaee, Payam|||0000-0003-2789-4406, Claramunt Blanes, Josep|||0000-0003-3546-5943, Ardanuy Raso, Mònica|||0000-0002-9809-2577, Fuente Antequera, Albert de la|||0000-0002-8016-1677
Tipo de recurso: artículo
Fecha de publicación:2021
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:2117/349038
Acceso en línea:https://hdl.handle.net/2117/349038
https://dx.doi.org/10.3390/ma14133742
Access Level:acceso abierto
Palabra clave:Reinforced concrete construction
Cementitious materials
Fiber-reinforced composites
Mechanical properties
Recycled fibers
Sustainability
Textile waste
Construcció en formigó armat amb fibres
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
Descripción
Sumario:Currently, millions of tons of textile waste from the garment and textile industries are generated worldwide each year. As a promising option in terms of sustainability, textile waste fibers could be used as internal reinforcement of cement-based composites by enhancing ductility and decreasing crack propagation. To this end, two extensive experimental programs were carried out, involving the use of either fractions of short random fibers at 6–10% by weight or nonwoven fabrics in 3–7 laminate layers in the textile waste-reinforcement of cement, and the mechanical and durability properties of the resulting composites were characterized. Flexural resistance in pre- and post-crack, toughness, and stiffness of the resulting composites were assessed in addition to unrestrained drying shrinkage testing. The results obtained from those programs were analyzed and compared to identify the optimal composite and potential applications. Based on the results of experimental analysis, the feasibility of using this textile waste composite as a potential construction material in nonstructural concrete structures such as facade cladding, raised floors, and pavements was confirmed. The optimal composite was proven to be the one reinforced with six layers of nonwoven fabric, with a flexural strength of 15.5 MPa and a toughness of 9.7 kJ/m2.