Efficiency and accuracy of linearized postbuckling analyses of frames based on elastica

DOI10.1016/0020-7683(88)90008-XzbMath0667.73036MaRDI QIDQ1117746

Anthony N. Kounadis

Publication date: 1988

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

zbMATH Keywords

linearized stability analysespostbuckling responserectangular framerigid jointed frames

Mathematics Subject Classification ID

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

Related Items (6)

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 ⋮ Lateral-torsional buckling of simply supported beams under uniform bending and axial tensile force ⋮ 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 ⋮ Postbuckling analysis of columns resting on an elastic foundation

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