The paper synthetizes the main results of an experimental program devoted to the analysis of the structural behavior of both flat and curved masonry pillars reinforced with an-chored and not anchored Carbon Fiber Reinforced Polymer (CFRP) sheets. A single lap shear test scheme has been se-lected: the specimens were constrained at the upper and low-er faces and were loaded by a force tangent to an end of the reinforcement. The experimental outcomes allowed to analyze the effects of the position (intrados/extrados), of the cur-vature and of the anchor on the performance of the rein-forcement.

An Experimental Study on the Effectiveness of CFRP Reinforcements Applied to Curved Masonry Pillars / Fagone, Mario; Rotunno, Tommaso; Bertolesi, Elisa; Grande, Ernesto; Milani, Gabriele. - ELETTRONICO. - (2020), pp. 2134-2148. [10.1007/978-3-030-41057-5_170]

An Experimental Study on the Effectiveness of CFRP Reinforcements Applied to Curved Masonry Pillars

Fagone, Mario
;
Rotunno, Tommaso;
2020

Abstract

The paper synthetizes the main results of an experimental program devoted to the analysis of the structural behavior of both flat and curved masonry pillars reinforced with an-chored and not anchored Carbon Fiber Reinforced Polymer (CFRP) sheets. A single lap shear test scheme has been se-lected: the specimens were constrained at the upper and low-er faces and were loaded by a force tangent to an end of the reinforcement. The experimental outcomes allowed to analyze the effects of the position (intrados/extrados), of the cur-vature and of the anchor on the performance of the rein-forcement.
2020
978-3-030-41056-8
978-3-030-41057-5
Proceedings of XXIV AIMETA Conference 2019. AIMETA 2019. Lecture Notes in Mechanical Engineering.
2134
2148
Fagone, Mario; Rotunno, Tommaso; Bertolesi, Elisa; Grande, Ernesto; Milani, Gabriele
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Utilizza questo identificatore per citare o creare un link a questa risorsa: https://hdl.handle.net/2158/1191008
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