An efficient simplified approach for the nonlinear buckling analysisof frames

DOI10.2514/3.9074zbMath0572.73052OpenAlexW2123623659MaRDI QIDQ3690335

Anthony N. Kounadis

Publication date: 1985

Published in: AIAA Journal (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.2514/3.9074

zbMATH Keywords

reliabilityframesspeedNumerical solutionssimple two-bar framekinematic continuity conditionsaccurate nonlinear buckling analysisbifurcational or limit-point instabilitydirect determination of critical loadssimplifying variantswide range of values of several parameters

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60)

Related Items (8)

A comprehensive catastrophe theory for non-linear buckling of simple systems exhibiting fold and cusp catastrophes ⋮ Nonlinear inelastic buckling of rigid-jointed frames under finite displacements ⋮ The effect of interaction of loadings on the change of buckling response of framed structures ⋮ The effects of material nonlinearity and compressibility in the buckling of nonlinear elastic systems ⋮ Analytical and experimental studies on nonlinear characteristics of an L-shape beam structure ⋮ The effect of interaction of loadings and geometry imperfection on the buckling state of frames ⋮ A method for the direct evaluation of buckling loads of an imperfect two-bar frame ⋮ Elastica buckling analysis of a simple frame

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