Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
512154 | Engineering Analysis with Boundary Elements | 2016 | 20 Pages |
Abstract
This paper deals with the solution of the Euler–Bernoulli equation for dynamic bending of beams by the time-dependent Boundary Element Method formulation. Initially, an overview of the Euler–Bernoulli beam theory is presented. Next, the time-dependent fundamental solution is introduced and some of its properties are discussed. In the sequence, the integral formulation, obtained through a weighted residuals technique, is presented. Three different numerical implementations are proposed. Finally, the numerical results are compared with the available analytical solutions.
Related Topics
Physical Sciences and Engineering
Computer Science
Computer Science Applications
Authors
R.F. Scuciato, J.A.M. Carrer, W.J. Mansur,