Advances in Civil Engineering / 2019 / Article / Tab 1

Research Article

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

Table 1

Tested parameters of RC elements’ bond behavior (cover thickness, transverse reinforcement (stirrups), and electrocorrosion time).

Tested parameters
Cover thickness, cTransverse reinforcement (stirrups)Exposure time

c = 25 mm
c = 40 mm
No stirrups (N)
Stirrups Φ8/240 mm (S240)
Stirrups Φ8/120 mm (S120)
Stirrups Φ8/60 mm (S60)
Noncorroded 0
Corrosion time 1
Corrosion time 2
Corrosion time 3
Corrosion time 4
Corrosion time 5

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