Behavior of deep beams with inclined reinforcement using strut and tie model / Amgad Abdelmohsen Mahmoud Elbhiery ; Supervised Magdy Elsayed Kassem , Ahmed Abdelfattah Mahmoud

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Amgad Abdelmohsen Mahmoud Elbhiery

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TextLanguage: English Publication details: Cairo : Amgad Abdelmohsen Mahmoud Elbhiery , 2014Description: 124 P. : charts , facsimiles ; 30cmOther title:

سلوك الكمرات العميقة ذات التسليح المائل بواسطة نموذج الضاغط والشداد [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, the present development that related for the strut and tie model is reviewed, hence it can be applied on simply supported deep beams with normal strength concrete and different parameters. Seven specimens were tested and its results were compared with the numerical results using ANSYS 14 program and gave a good agreement. In the second part of thesis, parametric study was done using nonlinear finite element analysis (ANSYS 14 ) to study the influence of web reinforcement and opening in inclined reinforced deep beams

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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.2014.Am.B (Browse shelf(Opens below))		Not for loan		01010110065032000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2014.Am.B (Browse shelf(Opens below))	65032.CD	Not for loan		01020110065032000

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Previous	Cai01.13.05.M.Sc.2014.Ah.S Studying the impact of military vehicles on flexible pavement design thickness under various conditions of soil and traffic volume /	Cai01.13.05.M.Sc.2014.Am.B Behavior and flutter stability of long-span cable-stayed bridges with cable net /	Cai01.13.05.M.Sc.2014.Am.B Behavior and flutter stability of long-span cable-stayed bridges with cable net /	Cai01.13.05.M.Sc.2014.Am.B Behavior of deep beams with inclined reinforcement using strut and tie model /	Cai01.13.05.M.Sc.2014.Am.B Behavior of deep beams with inclined reinforcement using strut and tie model /	Cai01.13.05.M.Sc.2014.El.B Behavior of reinforced concrete deep beams with openings strengthened with steel fibers /	Cai01.13.05.M.Sc.2014.El.B Behavior of reinforced concrete deep beams with openings strengthened with steel fibers /	Next

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

In this research, the present development that related for the strut and tie model is reviewed, hence it can be applied on simply supported deep beams with normal strength concrete and different parameters. Seven specimens were tested and its results were compared with the numerical results using ANSYS 14 program and gave a good agreement. In the second part of thesis, parametric study was done using nonlinear finite element analysis (ANSYS 14 ) to study the influence of web reinforcement and opening in inclined reinforced deep beams

Issued also as CD

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