Major‐axis buckling of pin‐ended stainless steel equal‐leg angle section members: FE modelling and design
Behnam Behzadi‐Sofiani,
M. Ahmer Wadee,
Leroy Gardner
Abstract:The behaviour and design of cylindrically‐pinned stainless steel equal‐leg angle section members under compression and compression combined with strong‐axis bending are investigated herein. Numerical models are developed by means of shell finite element modelling formulated within ABAQUS and validated against experimental data. A numerical parametric study is then presented considering both hot‐rolled and cold‐formed stainless steel equal‐leg angle section columns alongside beam‐columns with a wide range of cr… Show more
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