Carregant...
Carregant...

Vés al contingut (premeu Retorn)

Experimental comparison of reinforced concrete beams strengthened against bending with different types of cementitious-matrix composite materials

Autor
Escrig, C.; Gil, L.; Bernat, E.
Tipus d'activitat
Article en revista
Revista
Construction & building materials
Data de publicació
2017-04-15
Volum
137
Pàgina inicial
317
Pàgina final
329
DOI
https://doi.org/10.1016/j.conbuildmat.2017.01.106 Obrir en finestra nova
Repositori
http://hdl.handle.net/2117/119714 Obrir en finestra nova
URL
http://www.sciencedirect.com/science/article/pii/S0950061817301253 Obrir en finestra nova
Resum
Fabric-reinforced cementitious matrix (FRCM) materials overcome some hazard limitations of organic resins and are becoming a competitive technology on retrofitting reinforced concrete structures. In this work, five types of FRCM applied as flexural reinforcements are compared. The results show that there is a correlation between the strengthening materials and the cracking patterns developed by the tested beams. Further, FRCM contributed to an increase the flexural capacity and flexural stiffnes...
Paraules clau
Bending, Concrete, Cracking, Ductility, Experimental, FRCM, Stiffness, Strengthening
Grup de recerca
LITEM - Laboratori per a la Innovació Tecnològica d'Estructures i Materials

Participants