Numerical investigation on flexural strength of cantilevered circular steel hollow sections / Abdelrahman Mostafa Mohamed Elmahdy Abdelghaffar ; Supervised Sherif Saleh Safar , Sherif Ahmed Mourad

By:

Abdelrahman Mostafa Mohamed Elmahdy Abdelghaffar

Contributor(s):

Material type: Text

TextLanguage: English Publication details: Cairo : Abdelrahman Mostafa Mohamed Elmahdy Abdelghaffar , 2017Description: 64 P. : facsimiles ; 30cmOther title:

دراسة رقمية لمقاومة الانحناء للقطاعات الكابولية الدائرية المفرغة الصلبة [Added title page title]

Subject(s):

Available additional physical forms:

Issued also as CD

Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: In current design codes, the effect of length-to diameter ratio, L/D, is not considered in computing the flexural strength of circular hollow sections. On the other hand, large discrepancies exist between moment strength predicted by current Egyptian, british, Australian and American specifications. Therefore, the flexural capacity of cantilevered circular steel hollow section was investigated using the Finite element method. The numerical model was established using the general purpose finite element software, ANSYS V.11. The numerical solution accounted for material and geometric nonlinearities as well as geometric imperfections. Numerical results were verified by comparison to test results

Tags from this library: No tags from this library for this title. Log in to add tags.

Average rating: 0.0 (0 votes)

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.M.Sc.2017.Ab.N (Browse shelf(Opens below))		Not for loan		01010110074449000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2017.Ab.N (Browse shelf(Opens below))	74449.CD	Not for loan		01020110074449000

Browsing المكتبة المركزبة الجديدة - جامعة القاهرة shelves Close shelf browser (Hides shelf browser)

Previous	No cover image available	No cover image available	No cover image available	No cover image available	No cover image available	No cover image available	No cover image available	Next
Previous	Cai01.13.05.M.Sc.2017.Ab.I Investegating the effect of bracing and Number of bays on the value of response modification factor /	Cai01.13.05.M.Sc.2017.Ab.I Investegating the effect of bracing and Number of bays on the value of response modification factor /	Cai01.13.05.M.Sc.2017.Ab.N Numerical investigation on flexural strength of cantilevered circular steel hollow sections /	Cai01.13.05.M.Sc.2017.Ab.N Numerical investigation on flexural strength of cantilevered circular steel hollow sections /	Cai01.13.05.M.Sc.2017.Ab.T 3D nonlinear analysis of RC beams shear-strengthened with FRP sheets /	Cai01.13.05.M.Sc.2017.Ab.T 3D nonlinear analysis of RC beams shear-strengthened with FRP sheets /	Cai01.13.05.M.Sc.2017.Ah.A Assessing seismic performance of MID-rise buildings using fragility curve /	Next

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

In current design codes, the effect of length-to diameter ratio, L/D, is not considered in computing the flexural strength of circular hollow sections. On the other hand, large discrepancies exist between moment strength predicted by current Egyptian, british, Australian and American specifications. Therefore, the flexural capacity of cantilevered circular steel hollow section was investigated using the Finite element method. The numerical model was established using the general purpose finite element software, ANSYS V.11. The numerical solution accounted for material and geometric nonlinearities as well as geometric imperfections. Numerical results were verified by comparison to test results

Issued also as CD

There are no comments on this title.

to post a comment.