Contrasting three alternative versions of Timoshenko‐Ehrenfest theory for beam on Winkler elastic foundation – simply supported beam

DOI10.1002/ZAMM.201700019OpenAlexW2796306534WikidataQ130022044 ScholiaQ130022044MaRDI QIDQ6086234

Giulio Maria Tonzani, Isaac Elishakoff, Unnamed Author, Unnamed Author

Publication date: 12 December 2023

Published in: ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/zamm.201700019

zbMATH Keywords

truncated versionBresse-Timoshenko beam theoryintermingling phenomenonslope inertia based version

Mathematics Subject Classification ID

Thin bodies, structures (74Kxx) Numerical and other methods in solid mechanics (74Sxx) Dynamical problems in solid mechanics (74Hxx)

Related Items (4)

Asymptotic derivation of a refined equation for an elastic beam resting on a Winkler foundation ⋮ A Kerr‐type elastic foundation model for the buckling analysis of a beam bonded on an elastic layer ⋮ The optimal decay rates for viscoelastic Timoshenko type system in the light of the second spectrum of frequency ⋮ Stabilization of Timoshenko-Ehrenfest type systems

Cites Work

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• Free vibration analysis of plates taking into account rotary inertia and shear deformation via three alternative theories: a Lévy-type solution
• Vibrations and transient responses of Timoshenko beams resting on elastic foundations
• Recent advances in analysis of laminated beams and plates. Part I - Sheareffects and buckling.
• Transverse Vibration of a Uniform, Simply Supported Timoshenko Beam Without Transverse Deflection
• Free vibrations of Timoshenko beams on two-parameter elastic foundation
• Über die Bestimmung des Elastizitätsmoduls von Stäben mit Hilfe von Biegungsschwingungen

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