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

Volume 31, Issue 4
  • ISSN : 1021-2000



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.

Loading full text...

Full text loading...


Article metrics loading...


This is a required field
Please enter a valid email address
Approval was a Success
Invalid data
An Error Occurred
Approval was partially successful, following selected items could not be processed due to error