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Behavior of low strength RC beams strengthenedwith FRP sheets / Wisam Elhammali Mansour ; Supervised Hany Ahmed Abdalla , Ahmed Mohammed Youssef Mohammed

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Wisam Elhammali Mansour , 2021Description: 72 P. : charts , facsimiles ; 30cmOther title:
  • سلوك الكمرات الخرسانية منخفضة المقاومة والمدعمة بشرائح الالياف الكربون [Added title page title]
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  • Issued also as CD
Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: In this experimental study, ten RC beams with 2000 mm in length, 300 mm in height, and 150 mm in width were tested for shear under three-point loading test.Eight specimens had varied concrete strength were strengthened with CFRP strips, while the other two were kept unwrapped for comparison purposes. The parameters considered in this study included concrete strength, reinforcement ratio, and amount and configuration of FRP strips.The RC beams strengthened with inclined CFRP strips showed significant increase in failure load.As the amount of main reinforcements and concrete compression strength increased, the effect of using CFRP in strengthening of RC beams became more efficient.The experimental shear capacities of RC beams showed a good agreement with calculated values according to Egyptian code of practice, ECP 208-05
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Item type Current library Home library Call number Copy number Status Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2021.Wi.B (Browse shelf(Opens below)) Not for loan 01010110085015000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2021.Wi.B (Browse shelf(Opens below)) 85015.CD Not for loan 01020110085015000

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

In this experimental study, ten RC beams with 2000 mm in length, 300 mm in height, and 150 mm in width were tested for shear under three-point loading test.Eight specimens had varied concrete strength were strengthened with CFRP strips, while the other two were kept unwrapped for comparison purposes. The parameters considered in this study included concrete strength, reinforcement ratio, and amount and configuration of FRP strips.The RC beams strengthened with inclined CFRP strips showed significant increase in failure load.As the amount of main reinforcements and concrete compression strength increased, the effect of using CFRP in strengthening of RC beams became more efficient.The experimental shear capacities of RC beams showed a good agreement with calculated values according to Egyptian code of practice, ECP 208-05

Issued also as CD

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