Advances in Civil Engineering / 2017 / Article / Tab 5

Research Article

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

Table 5

Crack width evolution of specimens with different bar diameters (80 microns).

C80D10WD2C80D14WD1C80D18WD2
Point 1Point 2Point 1Point 2Point 1Point 2

0808080807050
30505050507050
600503030500
90020020500

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