1887

oa Civil Engineering = Siviele Ingenieurswese - The effect of non-interactive local and torsional buckling on the ductility of flanged beams

 

Abstract

This paper deals with the effect of isolated local flange buckling, web buckling and combined flange and web buckling on the ductility of steel beams under moment gradient. It shows that the contribution of the individual buckling modes to strain weakening are not of the same magnitude and outlines the need for a fully interactive buckling model.

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/content/civeng/31/4/AJA10212019_18028
1989-04-01
2016-12-08
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