Local buckling and slenderness limits fo
β
A. Heidarpour; M.A. Bradford
π
Article
π
2007
π
Elsevier Science
π
English
β 651 KB
This paper presents a study of the inelastic local buckling of flange outstands in thin-walled steel beams at elevated temperatures. A spline finite strip method of buckling analysis is modified in order to model the properties of the steel section at elevated temperatures, so that slenderness limit