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Effect of flexural and shear reinforcement on the punching behavior of reinforced concrete flat slabs / Amr Bakr Ismail ; Supervised Hany Abdalla , Rasha T. S. Mabrouk

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Amr Bakr Ismail , 2018Description: 77 P. : photographs ; 30cmOther title:
  • تأثير تسليح القص و الانحناء على سلوك القص الثاقب فى البلاطات الخرسانية اللاكمرية [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 research, seven samples were tested in the laboratory, representing a half-scaled model. The samples were a flat slabs with dimensions of 1050x1050 mm and a thickness of 100 mm. They were loaded with a square column 150x150 mm. Some variables were considered, such as distance between stirrups, width of the stirrups, number of branches of the stirrups and number of longitudinal bars at the column-slab connection. The experimental results were compared to those estimated by the Egyptian and international codes. The results showed that the punching strength increased with the increase of flexural reinforcement ratio and increase of stirrups
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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.2018.Am.E (Browse shelf(Opens below)) Not for loan 01010110076023000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2018.Am.E (Browse shelf(Opens below)) 76023.CD Not for loan 01020110076023000

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

In this research, seven samples were tested in the laboratory, representing a half-scaled model. The samples were a flat slabs with dimensions of 1050x1050 mm and a thickness of 100 mm. They were loaded with a square column 150x150 mm. Some variables were considered, such as distance between stirrups, width of the stirrups, number of branches of the stirrups and number of longitudinal bars at the column-slab connection. The experimental results were compared to those estimated by the Egyptian and international codes. The results showed that the punching strength increased with the increase of flexural reinforcement ratio and increase of stirrups

Issued also as CD

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