Joint Configuration of Composite Beams to Reinforced Concrete Wall

Multi Storied structures are used worldwide and have outstanding advantages in the use of composite materials in structural application. This study heads to an experimental and to a numerical study to reproduce the behavior on a composite joint configuration.The experimental and numerical calibration and validation of the behavior is treated, for the simulation of the composite beam to reinforced concrete wall configuration subjected to a monotonic loading, to determine deformation capacity of the joint.