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 anchored and not anchored Carbon Fiber Reinforced Polymer (CFRP) sheets. A single lap shear test scheme has been selected: the specimens were constrained at the upper and lower 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 curvature and of the anchor on the performance of the reinforcement.
An experimental study on the effectiveness of cfrp reinforcements applied to curved masonry pillars
Milani G.
2020-01-01
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 anchored and not anchored Carbon Fiber Reinforced Polymer (CFRP) sheets. A single lap shear test scheme has been selected: the specimens were constrained at the upper and lower 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 curvature and of the anchor on the performance of the reinforcement.File in questo prodotto:
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