@misc{Wierzbicki_Krzysztof_Influence,
 author={Wierzbicki, Krzysztof and Szumigała, Maciej},
 howpublished={online},
 publisher={Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego},
 language={eng},
 abstract={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.},
 abstract={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.},
 type={artykuł},
 title={Influence of the ribs parallel to web on warping and load-bearing capacity of a steel I-beam},
 keywords={steel beam, warping, lateral-torsional buckling, enhancing, ribs parallel, bending, belka stalowa, odkształcenia, wzmocnienia},
}