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Flexural behaviour of concrete beams reinforced With debonded bars repaired with different techniques /

Tarek Gamal ElDeen Ahmed

Flexural behaviour of concrete beams reinforced With debonded bars repaired with different techniques / سلوك الانحناء للكمرات الخرسانية المسلحة باسياخ غيرمتماسكة و معالجة بطرق مختلفة Tarek Gamal ElDeen Ahmed ; supervised Hany Ahmed Abdalla , Hatem Mostafa - Cairo : Tarek Gamal ElDeen Ahmed , 2004 - 117P : ill , diagrs ; 30cm

Thesis (M.Sc.) - Cairo University - Faculty Of Engineering - Department Of Civil Engineering

Reinforcement corrosion is the major cause of deterioration of reinforced concreteDeterioration of reinforced concrete may be attributable to chloride contamination of concrete , devising salts , chemical attacks , etcUnacceptable non - structural symptoms of reinforcement corrosion usually occur in advanced stage at which structural adequacy is considered to be threatenedThe subsequent structural effects are : loss of area of the stressed steel and loss of bond between reinforcement and concrete



Concreate Beams Debonded Bars Flexural Behaviour