In the present work, the results of an experimental investigation carried out on masonry arches models reinforced with CFRP strips, bonded at the intrados or extrados, are reported. The study has been carried out in order to evaluate the impact of different reinforcement configurations as regards the strength of masonry arches, with reference to the principal structural parameters and to collapse modes. A further aim of the experimental analysis was to deduce considerations on sizing criteria for the CFRP strengthening of traditional masonry structures.

Masonry arches reinforced with CFRP / S. Briccoli Bati; L. Rovero; U. Tonietti. - ELETTRONICO. - (2009), pp. 1-4. ((Intervento presentato al convegno FRPRCS-9 tenutosi a Sydney Australia nel 12-15 luglio 2009.

Masonry arches reinforced with CFRP

BRICCOLI BATI, SILVIA;ROVERO, LUISA;TONIETTI, UGO
2009

Abstract

In the present work, the results of an experimental investigation carried out on masonry arches models reinforced with CFRP strips, bonded at the intrados or extrados, are reported. The study has been carried out in order to evaluate the impact of different reinforcement configurations as regards the strength of masonry arches, with reference to the principal structural parameters and to collapse modes. A further aim of the experimental analysis was to deduce considerations on sizing criteria for the CFRP strengthening of traditional masonry structures.
Proceedings of the 9th International Symposium on Fiber-Reinforced Polymer Reinforceement for Concrete Structures
FRPRCS-9
Sydney Australia
12-15 luglio 2009
S. Briccoli Bati; L. Rovero; U. Tonietti
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/2158/359986
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