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The study presented in this paper is a part of the research project 38780, QREN, titled “CutInov – Innovative carbon fibre reinforced polymer laminates with capacity for a simultaneous flexural and shear/punching strengthening of reinforced concrete elements”, co-financed by the European Regional Development Fund (FEDER) through the Operational Program COMPETE. The first author acknowledges the research grant provided by this project.

New Approach to Predict Shear Capacity of Reinforced Concrete Beams Strengthened with Near-Surface-Mounted Technique