Fig. 17From: Experimental Investigation on Flexural Crack Control for High-Strength Reinforced-Concrete Beam MembersComparison of the measured and calculated maximum flexural crack widths. a ACI 318 (2014), b CEB-fib Model (2010), c AIJ (2010), d JSCE (2007), and e ACI 318 (2014) (Modified) (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