Perpustakaan Digital ITB

The purpose of flexural analysis of continuous reinforced concrete T - beam is to get load - deflection curve and behavior of T - beam under flexural load. More advance analysis has been done to get the crack pattern and moment - curvature curve due to the acting load. Nonlinear finite element method have been used to realized the purpose. Smeared cracking model is a well known method to model the concrete after crack. This method uses perfect bond assumption for bond-slip phenomenon between steel and concrete. Nonlinear finite element procedure have been applied to see the behavior of beam after post peak .