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;
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.
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Utilizza questo identificativo per citare o creare un link a questo documento: http://hdl.handle.net/11588/3633
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