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    Axial Force and Biaxial Bending Interaction for I-Shaped Cross Section

    Source: Practice Periodical on Structural Design and Construction:;2021:;Volume ( 026 ):;issue: 004::page 04021042-1
    Author:
    Tarek Sharaf
    ,
    Ahmed Hanefa
    ,
    Ahmed Zubydan
    ,
    Mohamed Elghandour
    ,
    Ashraf Elsabbagh
    DOI: 10.1061/(ASCE)SC.1943-5576.0000609
    Publisher: ASCE
    Abstract: This 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.
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      Axial Force and Biaxial Bending Interaction for I-Shaped Cross Section

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4272703
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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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