Fig. 6From: Experimental and Analytical Investigation of Deflection of R-UHPFRC Beams Subjected to Loading–UnloadingType I beams with b = 0.7 m: moment–deflection plots under monotonic loading with calculated elastic (MEL), rebar yielding (My = Mll), ultimate bending resistance (MRd) and Serviceablity Limit State (MSLS) assumed at 50% bending momentsBack to article page