Post-buckling analysis of tapered cantilever columns

DOI10.1016/0045-7825(78)90023-3zbMath0379.73062OpenAlexW2054696069MaRDI QIDQ1247225

G. Venkateswara Rao, P. C. Raju

Publication date: 1978

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7825(78)90023-3

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element, Rayleigh-Ritz and Galerkin methods for boundary value problems involving PDEs (65N30) General theory for ordinary differential equations (34A99)

Related Items (1)

Large deflections and buckling loads of cantilever columns with constant volume

Cites Work

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• On the finite deflections of thin beams
• Large amplitude asymmetric vibrations of some thin shells of revolution
• Least square and Galerkin finite element solution of flow past a flat plate
• Galerkin finite element method for vibration problems.

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