Flexural behaviour of reinforced, prestressed and composite self-consolidating concrete beams

The structural behaviour of reinforced, prestressed self-consolidating concrete beams and of composite steel – self-consolidating concrete beams was investigated. The flexural behaviour at service stage and at ultimate limit state was experimentally studied by means of four-point bending tests on six beams. ture data show that self-consolidating concrete generally exhibits slightly higher strength with respect to normal vibrated concrete (NVC). Nevertheless, Eurocode 2 predictions related to NVC give good results in terms both of ultimate bending moment and of moment–curvature diagrams. On the contrary, it is not able to correctly predict crack spacing and width. These can be better described by introducing some amendments to the experimental coefficients of the formula proposed by the considered Code.