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This study investigates the effect of externally bonded carbon fiber reinforced plastics (CFRP) laminates on the flexural capacity of reinforced concrete (RC) beams used in the strengthening and repair of damaged structures. The main goal of this study is the development of analytical capabilities to predict the flexural behavior of RC beams strengthened with CFRP. Reinforced concrete structures deteriorate over time due to environmental aging, fatigue, excessive loading, chemical attack, anddoi:10.21608/jesaun.2008.118719 fatcat:35oe7bqfrfdv5anidenuaxvb3e