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- W2050478003 abstract "Abstract The design of thin-walled beam-columns must take into account the overall instability and the instability of component plates in the form of local buckling. This investigation is concerned with interactive buckling of thin-walled closed cross-section beam-columns with central intermediate stiffeners under axial compression and constant bending moment. The beams are assumed to be simply supported at the ends. The asymptotic expansion established by Byskov and Hutchinson is employed in the numerical calculations performed using the transition matrix method. The paper's aim is to contribute to the study of the equilibrium path in the post-buckling behaviour of imperfect structures using the first order approximation. The calculations are carried out for a few closed beam-columns." @default.
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- W2050478003 date "1995-06-01" @default.
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- W2050478003 title "Interactive buckling of thin-walled closed elastic beam-columns with intermediate stiffeners" @default.
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