The collapse of steel model columns with unequal flanges. II. Imperfect

The collapse behaviour of pin-ended steel columns with unequal flanges is investigated using a modified version of the Shanley model. Particular attention is given to the effect of the geometrical imperfection size on the behaviour of columns having a range of flange area ratios and slenderness valu...

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Veröffentlicht in:	International journal of mechanical sciences 2004-10, Vol.46 (10), p.1437-1457
1. Verfasser:	Little, G.H.
Format:	Artikel
Sprache:	eng
Schlagworte:	Buckling Collapse behaviour Columns Compression Imperfections Steel Yielding
Online-Zugang:	Volltext
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