Utilize este identificador para referenciar este registo: https://hdl.handle.net/1822/58429

TítuloGlass fabric reinforced cementitious matrix: Tensile properties and bond performance on masonry substrate
Autor(es)Leone, Marianovella
Aiello, Maria Antonietta
Balsamo, Alberto
Carozzi, Francesca Giulia
Ceroni, Francesca
Corradi, Marco
Gams, Matija
Garbin, Enrico
Gattesco, Natalino
Krajewski, Piotr
Mazzotti, Claudio
Oliveira, Daniel V.
Papanicolaou, Catherine
Ranocchiai, Giovanna
Roscini, Francesca
Saenger, Dorothea
Palavras-chaveTextile Reinforced Mortar
Glass
Masonry
Tensile test
Bond
Data2017
EditoraElsevier Science Ltd
RevistaComposites Part B: Engineering
Resumo(s)Fibre-reinforced composite materials have gained an increasing success, mostly for strengthening, retrofitting, and repairing existing structures. However some problems may arise with the use of traditional FRP (Fiber Reinforced Polymer), particularly when the compatibility with the substrate and the reversibility of the intervention are required, as in case of cultural heritage buildings, or specific exposition conditions may compromise the long term effectiveness of the reinforcement, as in presence of high temperature and humidity. Starting from these considerations new composite materials are emerging as a more effective solution in certain fields of application and under specific service conditions; in this context, mortar-based composite systems, consisting of one or more layers of uni- or bi-directional fibre nets embedded in cement/lime-based matrix layers, can be used as reinforcement of both concrete and masonry structures. However, the research work dealing with these emerging materials and their performances when used as a strengthening system for existing structures is still limited. Both experimental and theoretical investigations are needed in order to deliver reliable design methodologies. In this work, a Round Robin Test aimed to the characterization of both bond with the existing substrate and tensile performance of glass fabric (in the form of grids) coupled with inorganic mortar matrices is presented. The investigation was conducted at fifteen laboratories involved in the RILEM Technical Committee 250-CSM (Composites for the Sustainable Strengthening of Masonry). With the aim of studying the bond behaviour between Fabric Reinforced Cementitious Matrix (FRCM) composites and masonry substrate, single and double lap shear tests were carried out on brick-masonry prisms. Results provide useful informations about the mechanical properties, the bond capacity and the failure mechanisms of different commercially available glass FRCM systems. Finally, critical aspects are underlined to address the progress of research work.
TipoArtigo
URIhttps://hdl.handle.net/1822/58429
DOI10.1016/j.compositesb.2017.06.028
ISSN1359-8368
Arbitragem científicayes
AcessoAcesso restrito UMinho
Aparece nas coleções:ISISE - Artigos em Revistas Internacionais

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