Fig. 19From: Experimental Investigation on Flexural Crack Control for High-Strength Reinforced-Concrete Beam MembersRatio of the measured and calculated maximum flexural crack widths using Eq. (26). a Using Eq. (25) and b Using f s = 0.4fy when f s < f y instead of Eq. (25) (Circle points are the specimens in this work; triangle points are the specimens in the references (Chiu et al. 2014, 2016)).Back to article page