This paper is focused on the effectiveness of strengthening technique of masonry by continuous externally bonded (eb) Fiber Reinforced Polymers (FRPs) and reports on the obtained experimental results. Tuff panels were subjected to monotonic in-plane shear, combined with axial load. Performances of different types and amount of FRP, and of strengthening configurations are compared in terms of shear capacity, ultimate displacements and failure mechanism.
EXPERIMENTAL BEHAVIOUR OF MASONRY PANELS STRENGTHENED WITH FRP SHEETS / Manfredi, Gaetano; G., Marcari; Pecce, Marisa. - (2003), pp. 1209-1218. (Intervento presentato al convegno 6th International Symposium on Fibre-Reinforced Polymer - Reinforcement for Concrete Structures tenutosi a Singapore nel 8-10 July 2003).
EXPERIMENTAL BEHAVIOUR OF MASONRY PANELS STRENGTHENED WITH FRP SHEETS
MANFREDI, GAETANO;
2003
Abstract
This paper is focused on the effectiveness of strengthening technique of masonry by continuous externally bonded (eb) Fiber Reinforced Polymers (FRPs) and reports on the obtained experimental results. Tuff panels were subjected to monotonic in-plane shear, combined with axial load. Performances of different types and amount of FRP, and of strengthening configurations are compared in terms of shear capacity, ultimate displacements and failure mechanism.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
