Vibration Analysis of Beams, with Non-local Foundations using the Finite Element Method

MI Friswell, S Adhikari, Y Lei

Research output: Contribution to journalArticle (Academic Journal)peer-review

53 Citations (Scopus)

Abstract

In this paper, a non-local viscoelastic foundation model is proposed and used to analyse the dynamics of beams with different boundary conditions using the finite element method. Unlike local foundation models the reaction of the non-local model is obtained as a weighted average of state variables over a spatial domain via convolution integrals with spatial kernel functions that depend on a distance measure. IN the finite element analysis, the interpolating shape functions of the element displacement field are identical to those of standard two-node beam elements. However, for non-local elasticity or damping nodes remote from the element do have an effect on the energy expressions, and hence the damping and stiffness matrices. The expressions of these direct and cross-matrices for stiffness and damping may be obtained explicitly for some common spatial kernel functions. Alternatively numerical integration may be applied to obtain solutions. Numerical results for eigenvalues and associated eigenmodes of Euler-Bernoulli beams are presented and compared (where possible) with results in literature using exact solutions and Galerkin approximations. The examples demonstrate that the finite element technique is efficient for the dynamic analysis of beams with non-local viscoelastic foundations.
Translated title of the contributionVibration Analysis of Beams, with Non-local Foundations using the Finite Element Method
Original languageEnglish
Pages (from-to)1365 - 1386
Number of pages22
JournalInternational Journal for Numerical Methods in Engineering
Volume71
DOIs
Publication statusPublished - Sep 2007

Bibliographical note

Publisher: John Wiley & Sons

Fingerprint Dive into the research topics of 'Vibration Analysis of Beams, with Non-local Foundations using the Finite Element Method'. Together they form a unique fingerprint.

Cite this