Closed form solutions for an anisotropic composite beam on a two-parameter elastic foundation

DOI10.1016/J.EUROMECHSOL.2021.104245zbMath1475.74077OpenAlexW3129949320MaRDI QIDQ2035225

Olga Doeva, Paul M. Weaver, Pedram Khaneh Masjedi

Publication date: 24 June 2021

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

Full work available at URL: https://doi.org/10.1016/j.euromechsol.2021.104245

zbMATH Keywords

principle of virtual workelastic foundationexact analytical solutionEuler-Bernoulli composite beamflexural behaviour

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Explicit solutions of equilibrium problems in solid mechanics (74G05)

Related Items (1)

Static analysis of composite beams on variable stiffness elastic foundations by the homotopy analysis method

Cites Work

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• Thermal buckling and post-buckling analysis of geometrically imperfect FGM clamped tubes on nonlinear elastic foundation
• Large deflection analysis of geometrically exact spatial beams under conservative and nonconservative loads using intrinsic equations

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