Effect of concrete cover thickness and main reinforcement ratio on flexural behavior of RC beams strengthened by NSM-GFRP bars
['Hesham EL-Emam', 'Alaa El-Sisi', 'Ramy Reda', 'Mohamed Bneni', 'Mohamed Seleem']
/
Fracture and Structural Integrity
/ Vol. 14
/ No. 52
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