Ultimate strength of tapered plate girders under combined shear and bending / Farah Fayrouz El Dib ; Supervised Metwally H. Abuhamd

By:

Farah Fayrouz Eldib

Contributor(s):

Metwally Hassan Abuhamd []

Material type: Text

TextLanguage: English Publication details: Cairo : Farah Fayrouz Eldib , 2015Description: 197 P. : charts , plans ; 30cmOther title:

المقاومة القصوى للكمرات اللوحية المسلوبة تحت التأثير المشترك للقص و العزم [Added title page title]

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Issued also as CD

Dissertation note: Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: A procedure is developed, presented and evaluated to consider geometrical shape and structural imperfections in tapered web plate girders to calculate the ultimate bending strength under uniform stresses. The adjusted residual stress distribution in tapered web plates is used to determine ultimate loads, considering structural imperfections, using FEM / ANSYS 13, in addition to their corresponding elastic critical Eigen-Values, with and without residual stresses. Several figures represent the accurate as well as the approximate solutions, given by an equation or by ultimate pure and interaction stresses respectively

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Holdings
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.2015.Fa.U (Browse shelf(Opens below))		Not for loan		01010110067435000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.Ph.D.2015.Fa.U (Browse shelf(Opens below))	67435.CD	Not for loan		01020110067435000

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

A procedure is developed, presented and evaluated to consider geometrical shape and structural imperfections in tapered web plate girders to calculate the ultimate bending strength under uniform stresses. The adjusted residual stress distribution in tapered web plates is used to determine ultimate loads, considering structural imperfections, using FEM / ANSYS 13, in addition to their corresponding elastic critical Eigen-Values, with and without residual stresses. Several figures represent the accurate as well as the approximate solutions, given by an equation or by ultimate pure and interaction stresses respectively

Issued also as CD

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