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040 _aEG-GiCUC
_beng
_cEG-GiCUC
041 0 _aeng
049 _aDeposite
097 _aM.Sc
099 _aCai01.13.10.M.Sc.2021.Ah.D
100 0 _aAhmed Fawzy Mohamed Farag
245 1 0 _aDuctile corrosion-resistant stainless steel-GFRP reinforced concrete walls /
_cAhmed Fawzy Mohamed Farag ; Supervised Mostafa A. Abdeen , Mohamed M. Elshabrawy , Ahmed A. Elansary
246 1 5 _aالحوائط الخرسانية المسلحة بالصلب المقاوم للصدأ و ألياف البوليمر التى تتميز بالممطولية ومقاومة صدأ صلب التسليح
260 _aCairo :
_bAhmed Fawzy Mohamed Farag ,
_c2021
300 _a78 P. :
_bcharts , facsimiles ;
_c30cm
502 _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Mathematics and Physics
520 _aReplacement of steel in reinforced concrete (RC) walls with corrosion-resistant rebars became essential to improve durability of RC structures. Hybrid usage of stainless-steel (SS) and glass fiber reinforced polymer (GFRP) is proposed. SS rebars are utilized as concentrated reinforcement (RFT) in plastic hinge regions while GFRP rebars are used elsewhere. This combination of rebars has the advantage of providing adequate ductility and strength needed to resist both gravity and lateral forces effectively. A comprehensive parametric study is conducted on a large number of RC walls with different dimensions and RFT ratios. Pushover analysis is utilized to analyze the RC walls using a robust finite element software. The results of the parametric study are utilized to develop a set of design equations that can be used to estimate amount of SS-GFRP RFT as a replacement to steel rebars.The obtained corrosion-resistant walls have stiffness, lateral strength, and ductility equivalent to the steel reinforced walls.The developed equations are examined by investigating the response of a case study RC building under seismic loading
530 _aIssued also as CD
653 4 _aCorrosion
653 4 _aDuctility
653 4 _aWall
700 0 _aAhmed Alaa Elansary ,
_eSupervisor
700 0 _aMohamed Mohamed Elshabrawy ,
_eSupervisor
700 0 _aMostafa Ahmed Abdeen ,
_eSupervisor
856 _uhttp://172.23.153.220/th.pdf
905 _aNazla
_eRevisor
905 _aShimaa
_eCataloger
942 _2ddc
_cTH
999 _c83321
_d83321