Flexure of beams resting on hyperbolic elastic foundations

DOI10.1016/0020-7683(85)90062-9zbMath0564.73056OpenAlexW1991178005MaRDI QIDQ1058357

A. Patrick S. Selvadurai, Kostas P. Soldatos

Publication date: 1985

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

Full work available at URL: https://doi.org/10.1016/0020-7683(85)90062-9

zbMATH Keywords

flexureperturbation techniqueexamplenonlinear differential equationBernoulli-Euler beamfree edgesstatic problemfinite beam subjected to a concentrated line loadfinite or infinite beamsinitial displacementinitially nonlinear problemnonlinear Winkler-type foundationsolution of a set of linearized equations

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Contact in solid mechanics (74M15) Theories of friction (tribology) (74A55)

Related Items (1)

A numerical approach to static deflection analysis of an infinite beam on a nonlinear elastic foundation: one-way spring model

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