Tarek Gamal ElDeen Ahmed <br/><br/>
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 
<br/><br/>Thesis (M.Sc.) - Cairo University - Faculty Of Engineering - Department Of Civil Engineering 
<br/><br/> 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 
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<br/><br/><label>Subjects--Index Terms: </label>Concreate Beams Debonded Bars Flexural Behaviour