Effect of confinement with lateral reinforcement on reinforced concrete columns / Mohamad Abdelzaher Mohamed Shanan ; Supervised Ahmed Ragaey Hasan Anis , Ashraf Hasan Elzanaty , Kamal Ghamry Metwally

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Mohamed Abdelzaher Mohamed Shanan

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Material type: Text

TextLanguage: English Publication details: Cairo : Mohamed Abdelzaher Mohamed Shanan , 2016Description: 212 P. : photographs ; 30cmOther title:

فاعلية التحزيم بإستخدام التسليح العرضى على الأعمدة الخرسانية المسلحة [Added title page title]

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Dissertation note: Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: This study presents the effect of confinement variables on strength and ductility of normal and high strength reinforced concrete columns confined with transverse steel under axial compressive loading. Nineteen normal strength concrete rectangular columns were tested in this research. A set of Twenty high strength concrete columns tested by other researchers were analyzed. The study presents a nonlinear finite element analysis for these specimens using ANSYS15. A parametric numerical study was conducted by ANSYS15 to clarify and evaluate the effect of new values of variables on strength and ductility of the columns. Analytical model for effective concrete strength was developed for normal-strength and high-strength concrete columns

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Item type	Current library	Home library	Call number	Copy number	Status	Date due	Barcode
Thesis	قاعة الرسائل الجامعية - الدور الاول	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.Ph.D.2016.Mo.E (Browse shelf(Opens below))		Not for loan		01010110071313000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.Ph.D.2016.Mo.E (Browse shelf(Opens below))	71313.CD	Not for loan		01020110071313000

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Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

This study presents the effect of confinement variables on strength and ductility of normal and high strength reinforced concrete columns confined with transverse steel under axial compressive loading. Nineteen normal strength concrete rectangular columns were tested in this research. A set of Twenty high strength concrete columns tested by other researchers were analyzed. The study presents a nonlinear finite element analysis for these specimens using ANSYS15. A parametric numerical study was conducted by ANSYS15 to clarify and evaluate the effect of new values of variables on strength and ductility of the columns. Analytical model for effective concrete strength was developed for normal-strength and high-strength concrete columns

Issued also as CD

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