This study presents experimental and numerical investigations to understand the response and failure of hybrid RC continuous T-beams reinforced in flexure by both Carbon Fiber Reinforced Polymer (CFRP) bars and steel bars at sagging and hogging regions. Three RC continuous T-beams were constructed experimentally and studied to discuss three parameters which are the type of reinforcement material, the relation between sagging and hogging reinforcement, and the moment redistribution. The control beam was reinforced with steel rebars that have been designed to fail in flexure. The second beam was reinforced with hybrid CFRP/ steel bars at the sagging and hogging regions. The sagging region of the third one was reinforced with steel bars while the hogging region was reinforced with CFRP bars. All critical sections at the tested specimens are designed to have the same axial stiffness for the reinforcement bars. Experimental results revealed that the moment redistribution ratio and mode of failure depend on the type of reinforcement bars and using the hybrid bars at both critical regions helped to control the serviceability limits of the beams. This study also suggests and validates a 3D 216

This paper investigates experimentally the relation between tensile reinforcement of sagging and hogging region on the performance of the reinforced concrete continuous T-beams and their effect on the moment redistribution. Four two-span RC continuous beams were manufactured and tested up to failure, three of them were designed with a loaded central concrete column. This research provides an insightful and comprehensive description of the carrying capacity, deformation, ductility index, and moment redistribution of the continuous beam with the different steel reinforcement ratio at critical zones. The results show that the load-carrying capacity of continuous beams depends mainly on the longitudinal reinforcement at sagging region rather than that of the hogging region. The sagging reinforcement improves the ductility and the serviceability of the continuous beams at the allowable deflection and the permissible crack width. The moment redistribution ratio depends on the ratio between the sagging reinforcement and the hogging reinforcement areas, especially after the yielding loads. At the hogging and sagging regions with equal reinforcement areas, the moment redistribution values were reduced in comparison to the other tested beams.