The article analyses the method of enhancing a steel beam by adding additional steel members like ribs. They are rigidly connected with both flanges in a plane parallel to the web. That plates reduces warping during in-plane bending of steel beam under lateral-torsional bucking. ; Different thicknesses of steel plates used as ribs and different cross sections were taken into account. Calculations were conducted using FEM and ABAQUS CAE environment. The outcomes were compared with ones from previous studies which concerned an influence of endplates on load-bearing capacity of an I-beam.
tytuł dodatkowy: Prace z Inżynierii Lądowej i Środowiska
Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego
Civil and Environmental Engineering Reports (CEER), no 29, vol. 4
Biblioteka Uniwersytetu Zielonogórskiego
2023-03-20
2023-03-20
87
https://zbc.uz.zgora.pl/repozytorium/publication/79483
Nazwa wydania | Data |
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Influence of the ribs parallel to web on warping and load-bearing capacity of a steel I-beam | 2023-03-20 |
Wierzbicki, Krzysztof Kuczyński, Tadeusz - red.
Sangeetha, Palanivelu Ramana, Gopal S. Jai, Vigneshwar A. Vaishnavi, K. Srinidhi, A. Kuczyński, Tadeusz - red.
Szewczyk, Piotr Szumigała, Maciej Kuczyński, Tadeusz - red.
Palanivelu, Sangeetha Kuczyński, Tadeusz - red.
Biegus, Antoni Lorenc, Wojciech Kuczyński, Tadeusz - red.
Sivandi-Pour, Abbas Kuczyński, Tadeusz - red.
Wdowiak-Postulak, Agnieszka Świt, Grzegorz Kuczyński, Tadeusz - red.
Szumigała, Maciej Pełka-Sawenko, Agnieszka Wróblewski, Tomasz Abramowicz, Małgorzata Kuczyński, Tadeusz - red.