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Under monotonic loading, HPFRC and HPFRC-CA showed maximal crack widths 39% lower and water permeability 3.1 times inferior than HPC.
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The represented shear crack widths for a given beam were the maximum crack widths recorded along the most dominating shear crack in a beam during the test.
Open image in new window Fig. 3 Relationship between average crack width (ACW), maximum crack width (MCW) and cover depth of R/SHCC specimens.
b Maximum crack widths.
For the residual maximum crack width, the shear crack width is not smaller than the flexural crack width in this experiment.
The ratio of the peak maximum shear crack width to the residual maximum shear crack width.
c Relationship between the maximum shear crack width and the residual maximum shear crack width at the peak deformation of member.
4.3, the ratio of the maximum shear crack width to the residual maximum shear crack width at the peak deformation angle can be estimated using Eq. (21).
a Relationship between total shear crack widths and the maximum shear crack width at the peak deformation of member.
The residual maximum shear crack width (mm).
The residual maximum flexural crack width (mm).
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