| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 816606 | Beni-Suef University Journal of Basic and Applied Sciences | 2015 | 8 Pages |
Abstract
In this paper, it was purposed to comprehend the dynamic response of non-uniform Euler–Bernoulli simply supported beam which is subjected to moving load. The beam is rested on a nonlinear viscoelastic foundation. Galerkin with Runge-Kutta methods are employed. The influences of variations of the traveling velocity and the effect of increase in the magnitude of the moving load on the dynamic response are studied. A MATLAB code is designed to compute and plot the deflection.
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Authors
S.M. Abdelghany, K.M. Ewis, A.A. Mahmoud, M.M. Nassar,