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- W2034921680 abstract "The classical problem of buckling of an inextensible elastic column, under the action of a compressive force is examined. The column is made of nonlinearly elastic material for which the stress-strain relation is represented by the Ludwick constitutive law. An approximative formula for determination of the force at immediate post-buckling is given. Further post-buckling solutions are obtained for different values of the nonlinearity parameter by numerical integration using the Runge-Kutta-Fehlberg algorithm, and are presented in non-dimensional diagrams. It is shown that no bifurcation point is found in the case of nonlinearly elastic column." @default.
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- W2034921680 date "2007-07-25" @default.
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- W2034921680 title "Buckling and post-buckling of a nonlinearly elastic column" @default.
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- W2034921680 doi "https://doi.org/10.1002/zamm.200710333" @default.
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