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Analytical study on flexural behavior of reinforced concrete beams strenghtened with FRP / Sayed Samir Elsayed Abdallah ; Supervised Hany Ahmed Abdalla , Khaled Farouk Elkashif , Ahmed M. Anwar

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Sayed Samir Elsayed Abdallah , 2020Description: 110 P. : charts , facimiles ; 30cmOther title:
  • دراسة عددية لسلوك الإنحناء للكمرات الخرسانية المدعمة بشرائح الفيبر الكربونية [Added title page title]
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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: One of the techniques developed during the last decade for flexural strengthening of reinforced concrete RC beams was the use of fiber reinforced polymer FRP plate externally bonded to the tension face.With the addition of FRP reinforcement, beams exhibit several unique failure modes under flexural loading: rupture of a FRP plate, concrete cover separation and plate end and intermediate interfacial de-bonding of a FRP plate. Flexural strengthening of reinforced concrete beams using the carbon fiber reinforced polymer (CFRP) material has been examined by many researchers and it was shown to be an effective means of strengthening.Using different types of carbon fiber with different length to support preloaded beams was shown rarely in researches so the research shows the different in using different types of carbon fiber with different length
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Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2020.Sa.A (Browse shelf(Opens below)) Not for loan 01010110082776000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2020.Sa.A (Browse shelf(Opens below)) 82776.CD Not for loan 01020110082776000

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

One of the techniques developed during the last decade for flexural strengthening of reinforced concrete RC beams was the use of fiber reinforced polymer FRP plate externally bonded to the tension face.With the addition of FRP reinforcement, beams exhibit several unique failure modes under flexural loading: rupture of a FRP plate, concrete cover separation and plate end and intermediate interfacial de-bonding of a FRP plate. Flexural strengthening of reinforced concrete beams using the carbon fiber reinforced polymer (CFRP) material has been examined by many researchers and it was shown to be an effective means of strengthening.Using different types of carbon fiber with different length to support preloaded beams was shown rarely in researches so the research shows the different in using different types of carbon fiber with different length

Issued also as CD

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