| contributor author | Tarek Sharaf | |
| contributor author | Ahmed Hanefa | |
| contributor author | Ahmed Zubydan | |
| contributor author | Mohamed Elghandour | |
| contributor author | Ashraf Elsabbagh | |
| date accessioned | 2022-02-01T22:08:42Z | |
| date available | 2022-02-01T22:08:42Z | |
| date issued | 11/1/2021 | |
| identifier other | %28ASCE%29SC.1943-5576.0000609.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4272703 | |
| description 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. | |
| publisher | ASCE | |
| title | Axial Force and Biaxial Bending Interaction for I-Shaped Cross Section | |
| type | Journal Paper | |
| journal volume | 26 | |
| journal issue | 4 | |
| journal title | Practice Periodical on Structural Design and Construction | |
| identifier doi | 10.1061/(ASCE)SC.1943-5576.0000609 | |
| journal fristpage | 04021042-1 | |
| journal lastpage | 04021042-21 | |
| page | 21 | |
| tree | Practice Periodical on Structural Design and Construction:;2021:;Volume ( 026 ):;issue: 004 | |
| contenttype | Fulltext | |