Advances in Civil Engineering / 2017 / Article / Tab 6

Research Article

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

Table 6

Crack width evolution of specimens with different bar diameters (150 microns).

Wet-dry cyclesC150D10WD2C150D14WD2C150D18WD2
Point 1Point 2Point 1Point 2Point 1Point 2

0100110140110150150
30100110140110130140
60100110130100130130
90100100130100130130

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