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Experimental investigation on long-term behaviour of staight and bent GFRP bars / Eslam Alaa Abdo Shaker ; Supervised Brando Okolo , Tarik Youssef , Andr{u1EC1} Weber

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Eslam Alaa Abdo Shaker , 2014Description: 82 Leaves : charts , facsimiles ; 30cmSubject(s): Dissertation note: Thesis (M.Sc.) - Garman University - Faculty of Postgraduate Sudies and Scientific Research - Department of Materials Engineering Summary: GFRP reinforcing bars (rebar) created an interesting area of research in the past few decade. Sizeable investigation was performed on the rebar behaviour under tensile load. Only limited work was concerned with GFRP rebar behaiour under shear loading. To complement such effort, this research infers upon the long term behaviour of GFRP rebarunder shear load. Interestingis the ling term failure mode of the bar and either failure is due to shear or bending loading or a combination of both.
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Thesis Thesis قاعة الثقاقات الاجنبية - الدور الثالث المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.34.M.Sc.2014.Es.E (Browse shelf(Opens below)) Not for loan 01010110072210000

Thesis (M.Sc.) - Garman University - Faculty of Postgraduate Sudies and Scientific Research - Department of Materials Engineering

GFRP reinforcing bars (rebar) created an interesting area of research in the past few decade. Sizeable investigation was performed on the rebar behaviour under tensile load. Only limited work was concerned with GFRP rebar behaiour under shear loading. To complement such effort, this research infers upon the long term behaviour of GFRP rebarunder shear load. Interestingis the ling term failure mode of the bar and either failure is due to shear or bending loading or a combination of both.

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