Analysis Of Steel Hollow Structural Beams Prone To Local Buckling Failure Subjected To Biaxial Bending

This paper presents a general formulation for the analysis of steel hollow structural beams prone to local buckling subjected to biaxial bending. The model has been developed within the framework of Lumped Damage Mechanics. In this approach, the models are based on methods of Continuum Damage Mechan...

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Veröffentlicht in:	Revista de la Facultad de Ingeniería 2006-01, Vol.21 (4), p.17-21
Hauptverfasser:	Guerrero, Nestor L, Marante, Maria E, Picon, Ricardo, Rojas, Marggi, Lopez, Julio Florez
Format:	Artikel
Sprache:	spa
Online-Zugang:	Volltext
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