Punching shear behavior of RC flat slabs with embedded steel beams / Bassem Khaled Abdelaziz ; Supervised Hany Abdalla , Rasha Tharwat Senousi

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Bassem Khaled Abdelaziz

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TextLanguage: English Publication details: Cairo : Bassem Khaled Abdelaziz , 2018Description: 96 P. : charts , facsimiles ; 25cmOther title:

سلوك القص الثاقب في البلاطات الخرسانية اللاكمرية ذات الكمرات المعدنية المدفونة [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: The main objective of this research is to study the punching behavior of flat slabs and the possibility of resisting the punchingshear failure without increasing the slab depth by using embedded crossed steel beams as a shear reinforcement system. An experimental program was carried out at the laboratory of the faculty of engineering Cairo university that consisted of six half scale slab specimens with interior column, in order to study three main parameters: arm length of the embedded steel beams, configuration position of the embedded beams, and increasing the steel beam web thickness using built up section.The experimental results were compared with different design codes in order to investigate the efficiency of using this system in flat slab punching resistance. In addition, modifications to an empirical formula were proposed. The results showed that using steel beams above columns in flat slabs is an effective method to resist punching stresses

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Holdings
Item type	Current library	Home library	Call number	Copy number	Status	Date due	Barcode
Thesis	قاعة الرسائل الجامعية - الدور الاول	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2018.Ba.P (Browse shelf(Opens below))		Not for loan		01010110077106000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2018.Ba.P (Browse shelf(Opens below))	77106.CD	Not for loan		01020110077106000

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

The main objective of this research is to study the punching behavior of flat slabs and the possibility of resisting the punchingshear failure without increasing the slab depth by using embedded crossed steel beams as a shear reinforcement system. An experimental program was carried out at the laboratory of the faculty of engineering Cairo university that consisted of six half scale slab specimens with interior column, in order to study three main parameters: arm length of the embedded steel beams, configuration position of the embedded beams, and increasing the steel beam web thickness using built up section.The experimental results were compared with different design codes in order to investigate the efficiency of using this system in flat slab punching resistance. In addition, modifications to an empirical formula were proposed. The results showed that using steel beams above columns in flat slabs is an effective method to resist punching stresses

Issued also as CD

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