Experimental assessment of I-shaped steel beams with longitudinal stiffeners under lateral-torsional buckling

This study focused on the experimental assessment of the behavior of I-shaped steel beams with longitudinal stiffeners under the action of lateral-torsional buckling. Thirty-three IPE-140 steel beams with and without longitudinal stiffeners were tested under simple-support conditions with a laterall...

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Bibliographic Details

Main Authors:	Prado, Néstor I., Carrillo León, Wílmer Julián, Ospina, Gustavo A.
Format:	Article
Language:	English
Published:	2018
Subjects:	longitudinal stiffeners lateral-torsional buckling lateral displacement laterally unbraced length I-shaped beam failure twist angle flexural capacity rigidizadores longitudinales pandeo lateral torsional desplazamiento lateral longitud no soportada lateralmente vigas I ángulo de giro de falla capacidad a flexió
Online Access:	https://dialnet.unirioja.es/servlet/oaiart?codigo=7621899
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