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- W3175169843 abstract "The failure of thin-walled steel structural members may occur due to buckling. For flexural members, the ultimate strengths of thin-walled section beams under combined bending and shear loads are influenced significantly by the interaction of buckling modes. This paper provides a comprehensive study of the elastic buckling analysis of thin-walled channels subjected to different combinations of bending and shear loads. Finite element method (FEM) modelling using ABAQUS has been used to perform elastic buckling analyses of channel sections under combined bending and shear. In order to investigate the effect of such combinations on the critical buckling stresses, different distributions of normal stresses and compatible shear stresses are applied at two crosssectional planes of the channel models to maintain static equilibrium. The different buckling interactions are generated by varying the ratios of end bending moments resulting from the modelled normal stresses. The influence of geometric dimensions of the cross sections on the elastic buckling interactions of bending and shear is also studied parametrically in this study with dimensional variables such as member length, web depth, flange width, lip size and thickness of sections." @default.
- W3175169843 created "2021-07-05" @default.
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- W3175169843 date "2021-06-16" @default.
- W3175169843 modified "2023-09-23" @default.
- W3175169843 title "Buckling Interaction of Bending and Shear in Thin-walled Steel Channels" @default.
- W3175169843 hasPublicationYear "2021" @default.
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