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The figure shows both the shear and flexural crack width and the observed cracking point.
In general, it is assumed that the deterioration increases with increasing crack width and, thus, maximum crack width might be most critical.
The crack width movements were analyzed along the vertical, transverse and longitudinal directions to comprehensively understand the crack width behaviors of CRCP.
Furthermore, tight crack width control and exceeding compressive ductility were experimentally demonstrated.
The water permeability of the specimens with different crack width was measured by hydraulic permeability test.
This necessitates verifying the crack width in FRP-reinforced concrete (FRP-RC) members at service load.
The initial crack distribution and crack width are discussed by accelerated corrosion test observations.
Experimental results showed that light intensity loss in plastic optical fibers increased with crack width increase.
b Crack width measurement.
The residual maximum shear crack width (mm).
b Shear crack width of 1.0 mm.
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