Carbon Fiber Reinforced Polymers (CFRP) are more and more used, in the past decades, in structural rehabilitation and strengthening of existing buildings. In particular, the effectiveness of such reinforcing technique concerning masonry structures is demonstrated by the several interventions made on existing buildings as well as by the numerous studies presented in the scientific literature. In practical strengthening interventions, CFRP sheets have been used to reinforce both plane and curved structural elements. Contrariwise, research in the scientific literature are mainly devoted to the analysis of the effectiveness of such reinforcements bonded on plane surface. For this reason, the experimental program described in this paper concerns the analysis of the mechanical behavior of portion of masonry arches reinforced by CFRP sheets. The experimental results allowed to analyze the different effectiveness such reinforcements applied at intrados or extrados, loaded by actions tangent to an end of the reinforcement itself

The adhesion between CFRP sheet reinforcements and masonry arches: an experimental analysis / Fagone, Mario; Rotunno, Tommaso; Xhemali, Andi. - ELETTRONICO. - (2017), pp. 112-120. ((Intervento presentato al convegno 2nd International Conference on Recent Advances in Nonlinear Models – Design and Rehabilitation of Structures tenutosi a Coimbra nel 16-17 november 2017.

The adhesion between CFRP sheet reinforcements and masonry arches: an experimental analysis

Fagone, Mario
;
Rotunno, Tommaso;
2017

Abstract

Carbon Fiber Reinforced Polymers (CFRP) are more and more used, in the past decades, in structural rehabilitation and strengthening of existing buildings. In particular, the effectiveness of such reinforcing technique concerning masonry structures is demonstrated by the several interventions made on existing buildings as well as by the numerous studies presented in the scientific literature. In practical strengthening interventions, CFRP sheets have been used to reinforce both plane and curved structural elements. Contrariwise, research in the scientific literature are mainly devoted to the analysis of the effectiveness of such reinforcements bonded on plane surface. For this reason, the experimental program described in this paper concerns the analysis of the mechanical behavior of portion of masonry arches reinforced by CFRP sheets. The experimental results allowed to analyze the different effectiveness such reinforcements applied at intrados or extrados, loaded by actions tangent to an end of the reinforcement itself
2nd International Conference on Recent Advances in Nonlinear Models – Design and Rehabilitation of Structures, CoRASS 2017
2nd International Conference on Recent Advances in Nonlinear Models – Design and Rehabilitation of Structures
Coimbra
16-17 november 2017
Fagone, Mario; Rotunno, Tommaso; Xhemali, Andi
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/2158/1103585
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