CLOSED-FORM TRIGONOMETRIC SOLUTIONS FOR INHOMOGENEOUS BEAM-COLUMNS ON ELASTIC FOUNDATION

DOI10.1142/S0219455404001112zbMath1205.35306OpenAlexW2083889282MaRDI QIDQ3074873

I. Caliò', Isaac Elishakoff

Publication date: 10 February 2011

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1142/s0219455404001112

zbMATH Keywords

closed-form solutionselastic foundationinhomogeneous beam-columns

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) PDEs in connection with mechanics of deformable solids (35Q74)

Related Items (9)

Exact natural frequencies and buckling load of functionally graded material tapered beam-columns considering semi-rigid connections ⋮ Vibrations of Beams and Plates: Review of First Closed-Form Solutions in the Past 250 Years ⋮ A simple method to determine the critical buckling loads for axially inhomogeneous beams with elastic restraint ⋮ Buckling analyses of axially functionally graded nonuniform columns with elastic restraint using a localized differential quadrature method ⋮ Closed Form Trigonometric Solution of Inhomogeneous Beam-Columns ⋮ Closed Form Trigonometric Solution of Inhomogeneous Beam-Columns ⋮ A dual beam model for geosynthetic-reinforced granular fill on an elastic foundation ⋮ Free vibrations of Timoshenko beam-columns on Pasternak foundations ⋮ An approach for the Pasternak elastic foundation parameters estimation of beams using simulated frequencies

Cites Work

• Some unexpected results in vibration of non-homogeneous beams on elastic foundation
• Vibrations and buckling of a beam on a variable winkler elastic foundation
• Vibration Frequencies For Beams On Variable One- And Two-parameter Elastic Foundations

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