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contributor authorTarek Sharaf
contributor authorAhmed Hanefa
contributor authorAhmed Zubydan
contributor authorMohamed Elghandour
contributor authorAshraf Elsabbagh
date accessioned2022-02-01T22:08:42Z
date available2022-02-01T22:08:42Z
date issued11/1/2021
identifier other%28ASCE%29SC.1943-5576.0000609.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272703
description abstractThis paper presents new formulae for the determination of the plastic strengths of steel I-sections subjected to uniaxial bending about major or minor axis combined with an axial compression force. Moreover, new formulae are developed to describe the plastic yield surfaces of steel I-sections under biaxial bending moments combined with an axial force. The proposed formulae are obtained by performing large data regression analysis on the exact I-section strength results. In addition, the proposed formulae are simple and valid for any standard or general steel I-section, with conditions dependent on dimension ratios. These formulae are compared with the exact analytical solutions and with previous analysis methods and show very good correlations. New modified simple formulae are derived to predict the yield surface of I-sections. These formulae are more practical and easier for design purposes and lead to very good results compared to existing standards and exact solutions.
publisherASCE
titleAxial Force and Biaxial Bending Interaction for I-Shaped Cross Section
typeJournal Paper
journal volume26
journal issue4
journal titlePractice Periodical on Structural Design and Construction
identifier doi10.1061/(ASCE)SC.1943-5576.0000609
journal fristpage04021042-1
journal lastpage04021042-21
page21
treePractice Periodical on Structural Design and Construction:;2021:;Volume ( 026 ):;issue: 004
contenttypeFulltext


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