Fig. 13From: Experimental Investigation on Flexural Crack Control for High-Strength Reinforced-Concrete Beam MembersRelationship between the residual maximum crack width and drift ratio of member at the peak deformation angle. a 2C100, b 3C100, c 2C15S, d 3C15S, e 4C15S, f 5C15S, g 2C20T, h 3C20T, and i 4C20T.Back to article page