Advances in Civil Engineering / 2019 / Article / Tab 2

Research Article

Correlation of Surface Cracks of Concrete due to Corrosion and Bond Strength (between Steel Bar and Concrete)

Table 2

Experimental results (mass loss of steel reinforcement, average crack width of concrete, and bond strength loss).

SpecimenMass loss (%)Average crack width (mm)Bond loss ratio (MPa)

25-N-0001
25-N-10.970.200.88
25-N-22.050.350.62
25-N-34.120.550.41
25-N-45.830.950.19
25-N-57.731.450.15
25-S240-0001
25-S240-11.030.350.77
25-S240-22.220.550.60
25-S240-34.380.850.51
25-S240-45.741.050.48
25-S240-58.471.450.40
25-S120-0001
25-S120-11.170.350.95
25-S10-23.220.700.82
25-S120-35.841.200.71
25-S120-47.061.100.50
25-S120-58.321.400.68
25-S60-0001
25-S60-10.850.201.10
25-S60-21.720.551.02
25-S60-32.960.650.92
25-S60-45.820.900.90
25-S60-58.681.000.82
25-N-0001
40-N-10.520.200.78
40-N-22.360.550.45
40-N-35.121.000.25
40-N-47.811.200.32
40-N-58.261.450.15
40-S240-0001
40-S240-11.040.300.92
40-S240-22.240.900.53
40-S240-34.101.400.40
40-S240-45.771.500.27
40-S240-58.811.600.28
40-S120-0001
40-S120-12.060.300.96
40-S240-23.140.650.83
40-S120-35.021.150.51
40-S120-46.441.450.43
40-S120-58.761.500.47
40-S60-0001
40-S60-10.960.250.98
40-S60-22.860.600.87
40-S60-33.820.850.85
40-S60-46.460.900.82
40-S60-57.961.000.68

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