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.
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