Flexural behaviour of concrete beams reinforced With debonded bars repaired with different techniques / Tarek Gamal ElDeen Ahmed ; supervised Hany Ahmed Abdalla , Hatem Mostafa
Language: Eng Publication details: Cairo : Tarek Gamal ElDeen Ahmed , 2004Description: 117P : ill , diagrs ; 30cmOther title:- سلوك الانحناء للكمرات الخرسانية المسلحة باسياخ غيرمتماسكة و معالجة بطرق مختلفة [Added title page title]
- Issued also as CD
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قاعة الرسائل الجامعية - الدور الاول | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2004.Ta.F. (Browse shelf(Opens below)) | Not for loan | 01010110043708000 | |
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مخـــزن الرســائل الجـــامعية - البدروم | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2004.Ta.F. (Browse shelf(Opens below)) | Not for loan | 01020110043708000 |
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 , {u2026} 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
Issued also as CD
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