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

Table 7

Crack width evolution of specimens with different bar diameters (210 microns).

	C210D10WD1		C210D14WD2		C210D18WD2
	Point 1	Point 2	Point 1	Point 2	Point 1	Point 2
0	210	230	210	210	210	210
30	230	240	230	230	240	240
60	230	260	240	230	240	260
90	240	260	240	240	260	270