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Maruyama et al. (2004) also found that RCA beams had greater crack width and smaller crack spacing, but noted that the variation of these parameters between RCA and NA concrete was small from an engineering perspective and that RCA beam crack width was still well below the applicable standards.
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Large crack widths and large slab rotations are presumed.
At large crack widths (>0.6 mm), various beams exhibited very different rates of crack widening.
It is noted that the 4.2 % of shear steel, has its crack width greater than that of beam with 0.83 fiber factor that is the volume percentage multiplied by the aspect ratio of steel fibers.
Internal cracks are responsible for a large scatter in crack width and spacing.
Under elevated temperature, cracks gradually generated and the cracking density, intracrystalline crack length, and crack width of aggregates increased.
The perimeter of the cracks was greater in wheat monoculture plots but with smaller crack width and depth in relation to the other studied biannual rotations.
Cracking of concrete causes degradation of the bond slip relationship when crack width is large.
Therefore, in addition to the crack width distribution and curing condition, the reaction products associated with SCMs have a great impact on the self-healing capability of cementitious composites.
Under the allowable crack width of 0.7 mm, the torsional moment of the fiber reinforced concrete (FRC) beams and engineered cementitious composite (ECC) beams were 10%and40%0% greater than ordinary concrete beams respectively.
For the 7.1 m long sheet, the half crack width (a) is 3.55 m prior to the 7 June 2016 exfoliation.
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