3D nonlinear analysis of RC beams shear-strengthened with FRP sheets / Abdelrahman Gamal Mohamed Mabrouk ; Supervised Adel Yahia Akl , Osman M. O. Ramadan , Ebtisam Abdelaziz Yehia Mohammed Ahmed
Material type: TextLanguage: English Publication details: Cairo : Abdelrahman Gamal Mohamed Mabrouk , 2017Description: 91 P. : facsimiles ; 30cmOther title:- التحليل اللاخطى ثلاثى الأبعاد للكمرات الخرسانية المقواة فى القص بشرائح البوليمر المسلحة بالألياف [Added title page title]
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Thesis | قاعة الرسائل الجامعية - الدور الاول | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2017.Ab.T (Browse shelf(Opens below)) | Not for loan | 01010110073459000 | |||
CD - Rom | مخـــزن الرســائل الجـــامعية - البدروم | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2017.Ab.T (Browse shelf(Opens below)) | 73459.CD | Not for loan | 01020110073459000 |
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Cai01.13.05.M.Sc.2017.Ab.N Numerical investigation on flexural strength of cantilevered circular steel hollow sections / | Cai01.13.05.M.Sc.2017.Ab.N Numerical investigation on flexural strength of cantilevered circular steel hollow sections / | Cai01.13.05.M.Sc.2017.Ab.T 3D nonlinear analysis of RC beams shear-strengthened with FRP sheets / | Cai01.13.05.M.Sc.2017.Ab.T 3D nonlinear analysis of RC beams shear-strengthened with FRP sheets / | Cai01.13.05.M.Sc.2017.Ah.A Assessing seismic performance of MID-rise buildings using fragility curve / | Cai01.13.05.M.Sc.2017.Ah.A Assessing seismic performance of MID-rise buildings using fragility curve / | Cai01.13.05.M.Sc.2017.Ah.B Behavior of tension lap splices confined by transverse reinforcement on different types of reinforced concrete beams / |
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
This study presents a three-dimensional finite element (FE) model of RC beams shear-strengthened with side bonded CFRP sheets using ABAQUS software. The obtained results are compared with the published ones to verify the accuracy of the suggested model. A parametric study using is conducted to investigate some of the parameters that affect the shear strength of RC beams
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