Advances in Civil Engineering / 2019 / Article / Tab 5

Research Article

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

Table 5

Review parameters of bond strength loss from existing studies and present experimental study.

StudyTestfc (MPa)Steel bar diameter (mm)Cover (mm)Stirrups

Almusallam et al. [36]Pull-out301263.5No
Rodriguez et al. [37]Beam end401624Φ8/100
Zandi and Coronelli [39]Beam end34–382030Φ8/48
Fischer and Ožbolt [38]Beam end4112, 1 620, 35No
Zhao et al. [40]Pull-out/Beam end41.91866No/Φ8/100
Tahershamsi et al. [33]Beam end37–492 × 16 (bundled)30–70Φ8/300
Present studyPull-out301625, 40Φ8/60
Φ8/120
Φ8/240

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