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Strengthening of reinforced concrete deep beams using different techniques / Osama Megahed Ahmed Elbattawy ; Supervised Hany Ahmed Abdalla , Khaled Farouk Elkashif

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Osama Megahed Ahmed Elbattawy , 2019Description: 89 P. : charts , facsimiles ; 30cmOther title:
  • تدعيم الكمرات الخرسانية المسلحة العميقة باستخدام طرق مختلفة [Added title page title]
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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: The aim of this study is to investigate the effect of strengthening reinforced concrete deep beams. An experimental study was done using six reinforced concrete deep beams have the same dimensions, But different in the type, Location of strengthening and the ratio of reinforcement. Beams were divided into three groups. The first group included beams strengthened internally by single strut and either vertical or horizontal additional reinforcement. The second group included beams strengthened using double embedded strut or using CFRP as external strengthening. The third group included one beam strengthened using inclined stirrups. The results of the experimental study shown remarkable improvement for using each type of strengthening. By this study comparison between each type of strengthening was done and the optimum type to be used in accordance with parameters of cost and gained load capacity of tested deep beams
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Item type Current library Home library Call number Copy number Status Date due Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2019.Os.S (Browse shelf(Opens below)) Not for loan 01010110079731000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2019.Os.S (Browse shelf(Opens below)) 79731.CD Not for loan 01020110079731000

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

The aim of this study is to investigate the effect of strengthening reinforced concrete deep beams. An experimental study was done using six reinforced concrete deep beams have the same dimensions, But different in the type, Location of strengthening and the ratio of reinforcement. Beams were divided into three groups. The first group included beams strengthened internally by single strut and either vertical or horizontal additional reinforcement. The second group included beams strengthened using double embedded strut or using CFRP as external strengthening. The third group included one beam strengthened using inclined stirrups. The results of the experimental study shown remarkable improvement for using each type of strengthening. By this study comparison between each type of strengthening was done and the optimum type to be used in accordance with parameters of cost and gained load capacity of tested deep beams

Issued also as CD

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