Crack Minitab 15 12 ((LINK))
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Table 8 presents the crack widths and depths at failure for both the CC and SCC beams. A higher crack width indicates more concrete cracking and more cohesive behavior. The results for the SCC beams are consistent with those of previous studies, showing much higher crack widths and depths. For instance, the U.S. Department of Transportation (2010) reported crack widths ranging from 2.5 to 9.5 mm and crack depths ranging from 0.4 to 3.3 mm. For the CC beams, the crack widths and depths are approximately half of those for the SCC beams. This result is in accordance with the improved crack resistance for the CC beams compared with the SCC beams.
Figures 4 and 5 show the initial crack development for the CC and SCC beams, respectively. The flexural cracks at the end of the load plate region seem to be much wider and deeper for the SCC beams. In addition, the support (Z-shaped) and load (triangular) cracks are wider and deeper than the support and load cracks for the SCC beams. The deeper and wider cracks at the support and load regions in the SCC beams can be associated with higher tensile strains in the longitudinal reinforcement, which is consistent with the result of the shear test (Table 7). The proposed increase in the flexural crack depth and crack width in the SCC beams can also be attributed to the higher tensile strain in the longitudinal reinforcement, which, in turn, can be attributed to more dowel action. However, since the CC beams had identical crack patterns and lower strain in the reinforcements, it may be inferred that the CC beams have lower aggregate interlock compared with the SCC beams.
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