@ARTICLE{Korentz_J._A_2019, author={Korentz, J.}, volume={Vol. 65}, number={No 4}, journal={Archives of Civil Engineering}, pages={217-228}, howpublished={online}, year={2019}, publisher={WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES}, abstract={The paper presents an analysis of the behaviour of bent reinforced concrete beams strengthened with CFRP laminates fixed with adhesive before and after unloading, and more importantly, an analysis of the work of reinforced concrete beams strengthened with pre-stressed CFRP laminates fixed with adhesive. The analyses were based on a moment-curvature model prepared by the author for reinforced concrete beams strengthened under load with pre-stressed CFRP laminates. The model was used to determine the effect of compression with CFRP laminates and their mechanical properties on the effectiveness of strengthening the reinforced concrete beams analysed in this study.}, type={Article}, title={A model of the moment curvature relation for RC beams strengthened with prestressed CFRP laminates}, URL={http://so.czasopisma.pan.pl/Content/115700/PDF/14_ace-2019-0056.pdf}, keywords={CFRP laminates, curvature, compression, bending moment, RC beam, strengthening}, }