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Behavior of rectangular reinforced concrete columns strengthened with steel jacket using finite element analysis / Mohamed Fahmy Mostafa Mohamed Elbaraga ; Supervised Walid Abdel Latif Attia

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Mohamed Fahmy Mostafa Mohamed Elbaraga , 2016Description: 268 P. : charts , facsimiles ; 30cmOther title:
  • سلوك الأعمدة الخرسانية المسلحة ذات القطاع المستطيل المدعمة بقمصان حديدية باستخدام طريقة العناصر المحددة [Added title page title]
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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: This research deals with behavior of rectangular reinforced concrete columns strengthened with steel jacket using finite element analysis using ANSYS12.0. Based on the results of an experimental study on seven rectangular reinforced concrete column divided into two specimens used as control columns and five strengthened specimens. An excellent match was observed in results for both experimental test specimens and finite element models using ANSYS12.0. A parametric study on twenty strengthened reinforced concrete columns was carried out using the finite element model with the aim of analyzing the behavior of R.C columns Strengthened by steel jacket
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Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2016.Mo.B (Browse shelf(Opens below)) Not for loan 01010110070002000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2016.Mo.B (Browse shelf(Opens below)) 70002.CD Not for loan 01020110070002000

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

This research deals with behavior of rectangular reinforced concrete columns strengthened with steel jacket using finite element analysis using ANSYS12.0. Based on the results of an experimental study on seven rectangular reinforced concrete column divided into two specimens used as control columns and five strengthened specimens. An excellent match was observed in results for both experimental test specimens and finite element models using ANSYS12.0. A parametric study on twenty strengthened reinforced concrete columns was carried out using the finite element model with the aim of analyzing the behavior of R.C columns Strengthened by steel jacket

Issued also as CD

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