Advances in Civil Engineering / 2017 / Article / Tab 2

Research Article

Bond Effects between Concrete and Steel Bar Using Different Diameter Bars and Different Initial Crack Width

Table 2

Detailed information of bond specimens with 10 mm diameter bars.

COD10REC0D10WDC80D10WDC150D10WDC210D10WD

Number of specimens22222
Design width of crack0080150210
SeawaterNoYesYesYesYes
Plate sheet insertion time (hours)00345

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