Discrete buckling model for corrugated beam

DOI10.1016/S0997-7538(01)01198-6zbMath1004.74032OpenAlexW1965818226MaRDI QIDQ700999

Robert Lutz, Massimo Magno

Publication date: 16 October 2002

Published in: European Journal of Mechanics. A. Solids (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0997-7538(01)01198-6

zbMATH Keywords

perturbation analysisnon-standard analysiscorrugated beamsdiscrete rigid rod-torsional spring modelEuler's column loadstroboscopysufficient condition for buckling

Mathematics Subject Classification ID

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

Cites Work

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• On the relation between elementary partial difference equations and partial differential equations
• Statics of curved rods on account of torsion and flexion
• Internal set theory: A new approach to nonstandard analysis
• Non-standard analysis

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