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The sedimentary cover thickness was compiled using a few datasets.
Besides, a critical relative cover thickness was confirmed as 3.41.
The bond strength increases with the increase in cover thickness; however, this increase can be neglected when the ECC cover thickness exceeds 20 mm.
This influence is observed for all range of values considered for cover thickness.
As the concrete cover thickness increases, the temperature in the GFRP bars decreases.
For the specimens with a cover thickness of 5.5 mm, splitting failure occurred.
The parameters investigated were bar shape, bar diameter, cover thickness, ECC strength and fiber volume content.
The test variables included concrete cover thickness, load level, effective prestress and degree of prestressing.
The test variables included splice length, cover thickness, and bar spacing.
The varied parameters included corrosion ratio and cover thickness to rebar diameter ratio (c/d).
The impacts of stirrups and concrete cover thickness on the evolution of relative displacement were interpreted.
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