Finite element modeling of rc shear walls strengthened with cfrp subjected to cyclic loading / Ayman Kamal Adly ; Supervised Hany Ahmed Abdalla , Khaled Omar Elkashif

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Ayman Kamal Adly

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TextLanguage: English Publication details: Cairo : Ayman Kamal Adly , 2018Description: 130 P. : charts , facimiles ; 30cmOther title:

نمذجة حوائط القص الخرسانية المسلحة المدعمة بشرائح الفيبر المعرضة لتحميل دوري باستخدام طريقة العناصر المحدودة [Added title page title]

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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: Several strengthening schemes are founded to improve seismic behavior for shear walls among these, fiber reinforced polymer (FRP).This thesis presents a study for RC shear walls strengthened with CFRP subjected to cyclic loading using ANSYS program.The FE results are validated using experimental results. The parameters involves the effect of changing concrete compressive strength, thickness, number and position of FRP sheets.The results showed that using FRP sheets enhances the behavior of RC shear wall. Number of FRP layers and its thickness have a great effect on the behavior RC shear walls

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Item type	Current library	Home library	Call number	Copy number	Status	Barcode
Thesis	قاعة الرسائل الجامعية - الدور الاول	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2018.Ay.F (Browse shelf(Opens below))		Not for loan	01010110077503000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2018.Ay.F (Browse shelf(Opens below))	77503.CD	Not for loan	01020110077503000

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

Several strengthening schemes are founded to improve seismic behavior for shear walls among these, fiber reinforced polymer (FRP).This thesis presents a study for RC shear walls strengthened with CFRP subjected to cyclic loading using ANSYS program.The FE results are validated using experimental results. The parameters involves the effect of changing concrete compressive strength, thickness, number and position of FRP sheets.The results showed that using FRP sheets enhances the behavior of RC shear wall. Number of FRP layers and its thickness have a great effect on the behavior RC shear walls

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