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• W2014002167 abstract "A model of a column is proposed in order to analyse the post-buckling behaviour of a structural element in the elastic–plastic deformation range. The ideal two point I-section applied here simplifies the deformation analysis, that is, the problem of development of plastic zones in a section is eliminated, but still gives the possibility for qualitative analysis and optimization of the post-critical equilibrium paths. The coefficients of linear or parabolic variability of thickness of the flanges and their distance (web width) are accepted as model parameters and hence could be used for design variables in the optimization procedure. Moreover, the stiffness of an additional elastic support of the free end of the beam is also included as a parameter or design variable. A material model is employed with non-linear asymptotic isotropic hardening without the Bauschinger effect. Change of the tangent modulus is continuous and smooth during the transition from the elastic to plastic deformation range. The main g..." @default.
• W2014002167 created "2016-06-24" @default.
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• W2014002167 date "2008-12-01" @default.
• W2014002167 modified "2023-09-26" @default.
• W2014002167 title "On a compressed elastic–plastic column optimized for post-buckling behaviour" @default.
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• W2014002167 doi "https://doi.org/10.1080/03052150802313365" @default.
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