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Experimental study on punching shear behavior of rc flat slabs according to the Egyptian code / Mahmoud Mohamed Mohamed Ahmed ; Supervised Hany Ahmed Abdalla , Rasha Tharwat Senousi Mabrouk

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Mahmoud Mohamed Mohamed Ahmed , 2021Description: 62 P. : charts , facsimiles ; 30cmOther title:
  • دراسة عملية لسلوك القص الثاقب فى البلاطات الخرسانية المسطحة طبقا للكود المصرى [Added title page title]
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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: In this research six of reinforced concrete slabs samples were tested in laboratory. These samples have a model scale 1:5. The samples a flat slab with concrete dimensions 1000x1000 mm and with thickness 160 mm. they have a concrete square column with dimensions150x150 mm. Some variables were considered the distance between flexural longitudinal reinforcement, the distance between shear reinforcement and the width of the stirrups.The results of the sample were compared to those estimated by the Egyptian and international codes.The results indicated that the strength of punching increased with increasing the flexural and shear reinforcement in experimental samples.These samples were simulated by using ANSYS 17.2. The theoretical results were verified against experimental results and it{u2019}s founded the theoretical results near to the experimental results.The results indicated that the strength of punching increased with increasing the flexural and shear reinforcement in theoretical samples; it{u2019}s the same in the experimental results
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Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2021.Ma.E (Browse shelf(Opens below)) Not for loan 01010110084418000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2021.Ma.E (Browse shelf(Opens below)) 84418.CD Not for loan 01020110084418000

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

In this research six of reinforced concrete slabs samples were tested in laboratory. These samples have a model scale 1:5. The samples a flat slab with concrete dimensions 1000x1000 mm and with thickness 160 mm. they have a concrete square column with dimensions150x150 mm. Some variables were considered the distance between flexural longitudinal reinforcement, the distance between shear reinforcement and the width of the stirrups.The results of the sample were compared to those estimated by the Egyptian and international codes.The results indicated that the strength of punching increased with increasing the flexural and shear reinforcement in experimental samples.These samples were simulated by using ANSYS 17.2. The theoretical results were verified against experimental results and it{u2019}s founded the theoretical results near to the experimental results.The results indicated that the strength of punching increased with increasing the flexural and shear reinforcement in theoretical samples; it{u2019}s the same in the experimental results

Issued also as CD

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