General analysis of Timoshenko beams on elastic foundation

DOI10.1155/2015/182523zbMath1394.74078OpenAlexW2170464617WikidataQ59117513 ScholiaQ59117513MaRDI QIDQ1664884

Y. Aharonov

Publication date: 27 August 2018

Published in: Mathematical Problems in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1155/2015/182523

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10)

Related Items (3)

Effect of boundary conditions in three alternative models of Timoshenko-Ehrenfest beams on Winkler elastic foundation ⋮ Contrasting three alternative versions of Timoshenko‐Ehrenfest theory for beam on Winkler elastic foundation – simply supported beam ⋮ Three alternative versions of the theory for a Timoshenko–Ehrenfest beam on a Winkler–Pasternak foundation

Cites Work

• Double eigenvalues for the uniform Timoshenko beam
• Recursive differentiation method for boundary value problems: Application to analysis of a beam-column on an elastic foundation
• The application of Chebyshev polynomials to the solution of the nonprismatic Timoshenko beam vibration problem

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