Behavior of reinforced concrete wide beams made of recycled aggregates / Marwan Saad Alazzawi ; Supervised Hany Abdalla , Rasha T.S. Mabrouk

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Marwan Saad Alazzawi

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TextLanguage: English Publication details: Cairo : Marwan Saad Alazzawi , 2019Description: 95 P. : charts , facsimiles ; 30cmOther title:

سلوك الكمرات الخرسانية المسلحة العريضة والمصنوعة من الركام المعاد تدويره [Added title page title]

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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: Wide beams are frequently used as transfer elements where the total structural depth. The objective of this research was to study the influence of the Recycled concrete Aggregate, volume ratio of longitudinal reinforcement, stirrups reinforcement and width - to- effective depth ratio on the shear behavior of reinforced concrete wide beams. Also the research aimed to check the adequacy of the procedures of the current codes provisions for design of reinforced concrete wide beams. An experimental program including 10 specimens was conducted. The reported results include the relation between load and deflection, strain in the longitudinal steel and strain in the stirrups

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Item type	Current library	Home library	Call number	Copy number	Status	Barcode
Thesis	قاعة الرسائل الجامعية - الدور الاول	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2019.Ma.B (Browse shelf(Opens below))		Not for loan	01010110080837000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2019.Ma.B (Browse shelf(Opens below))	80837.CD	Not for loan	01020110080837000

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

Wide beams are frequently used as transfer elements where the total structural depth. The objective of this research was to study the influence of the Recycled concrete Aggregate, volume ratio of longitudinal reinforcement, stirrups reinforcement and width - to- effective depth ratio on the shear behavior of reinforced concrete wide beams. Also the research aimed to check the adequacy of the procedures of the current codes provisions for design of reinforced concrete wide beams. An experimental program including 10 specimens was conducted. The reported results include the relation between load and deflection, strain in the longitudinal steel and strain in the stirrups

Issued also as CD

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