EK599
Plastic analysis is based on the idealization of the stress-strain curve aselastic-perfectly-plastic. It is further assumed that the width-thickness ratio of plate elements is small so that local buckling does […]
EK588
When the width to thickness ratio of the compression flange is sufficiently large, local buckling of compression flange may occur even before extreme fibre yields. Such sections are referred to […]
EK375
Load-carrying stiffeners are provided to prevent local buckling of the web due to concentrated loads or reactions applied through the flange. The stiffeners should be positioned wherever such action occur, […]
EK225
The Euler buckling theory makes no allowance for: Homogeneity of column material. Isotropy of column material. Variation of Young’s modulus and elastic-plastic behaviour of column material. Loading not axial. Residual […]
EK206
Local buckling may be avoided by reducing the stress capacity of the section, and hence its bending moment capacity, if the slenderness of the web or the flange exceeds certain […]