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

By: Contributor(s): Material type: TextTextLanguage: 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 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 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

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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