Fig. 15From: Experimental Investigation on Flexural Crack Control for High-Strength Reinforced-Concrete Beam MembersComparison of the experimental results and calculated values using various specifications for the average flexural crack spacing. a ACI 318 (2014), b CEB-fib Model (2010), c AIJ (2010), and d JSCE (2007) (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