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• W2078458097 abstract "The problem of plastic buckling of steel plates is reviewed in relation to the load carrying capacity of stiffener plates in beam-to-column flange connections. Due to the non-uniformity of the stress distribution in these plates, the finite element method is used to compute the stresses in the elastic and plastic ranges. A bifurcation analysis is performed using both flow and deformation theory to evaluate the elasto-plastic buckling of the stiffener. A scaled inverse iterative version of the power method is employed to evaluate the bifurcation load. A parametric study is conducted on stiffeners and design curves are obtained showing the relationship between the critical stress and the slenderness ratio for different plate aspect ratios." @default.
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• W2078458097 date "1984-01-01" @default.
• W2078458097 modified "2023-09-26" @default.
• W2078458097 title "Elasto-plastic buckling of stiffener plates in beam-to-column flange connections" @default.
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• W2078458097 doi "https://doi.org/10.1016/0045-7949(84)90120-2" @default.
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