FINITE ELEMENT MODELLING OF INFINITE EULER BEAMS ON KELVIN FOUNDATIONS EXPOSED TO MOVING LOADS IN CONVECTED CO-ORDINATES

DOI10.1006/jsvi.2000.3314zbMath1237.74164OpenAlexW2045747837MaRDI QIDQ2882054

No author found.

Publication date: 3 May 2012

Published in: Journal of Sound and Vibration (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1006/jsvi.2000.3314

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05)

Related Items (11)

Finite element linear and nonlinear, static and dynamic analysis of structural elements, an addendum ⋮ A differential quadrature procedure for linear and nonlinear steady state vibrations of infinite beams traversed by a moving point load ⋮ Boundary element analysis of the steady-state response of an elastic half-space to a moving force on its surface ⋮ Internal-external resonance of beams on non-linear viscoelastic foundation traversed by moving load ⋮ Fractional order models for the homogenization and wave propagation analysis in periodic elastic beams ⋮ Lamb problems and related problems in dynamics: a review ⋮ Time response analysis of periodic structures via wave-based absorbing boundary conditions ⋮ Closed-form solution considering the tangential effect under harmonic line load for an infinite Euler-Bernoulli beam on elastic foundation ⋮ Dynamics of a beam on a bilinear elastic foundation under harmonic moving load ⋮ Elastic and viscoelastic foundations: a review on linear and nonlinear vibration modeling and applications ⋮ Analytical solution considering the tangential effect for an infinite beam on a viscoelastic Pasternak foundation

This page was built for publication: FINITE ELEMENT MODELLING OF INFINITE EULER BEAMS ON KELVIN FOUNDATIONS EXPOSED TO MOVING LOADS IN CONVECTED CO-ORDINATES