Shear behavior of fiber reinforced wide shallow concrete beams / Mohammed Hammadi Abdelrahman ; Supervised Akram M. Torkey , Rasha T. S. Mabrouk

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Mohammed Hammadi Abdelrahman

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TextLanguage: English Publication details: Cairo : Mohammed Hammadi Abdelrahman , 2017Description: 125 P. : charts , facsimiles ; 30cmOther title:

سلوك القص للكمرات الخرسانية العريضة الضحلة ذات الالياف [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 must be kept to a minimum. The objective of this research was to study the influence of the minimum shear reinforcement, type of fiber, volume ratio of fiber 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 13 specimens was conducted. The reported results include the relation between load and deflection, strain in the longitudinal steel and strain in the stirrups. Also, the research presents an analytical formulation proposed to estimate the shear capacity of wide beams with fibers

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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.2017.Mo.S (Browse shelf(Opens below))		Not for loan	01010110074961000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2017.Mo.S (Browse shelf(Opens below))	74961.CD	Not for loan	01020110074961000

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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 must be kept to a minimum. The objective of this research was to study the influence of the minimum shear reinforcement, type of fiber, volume ratio of fiber 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 13 specimens was conducted. The reported results include the relation between load and deflection, strain in the longitudinal steel and strain in the stirrups. Also, the research presents an analytical formulation proposed to estimate the shear capacity of wide beams with fibers

Issued also as CD

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