| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 5471662 | Applied Mathematics Letters | 2017 | 7 Pages |
Abstract
Our method is applied to a fourth order nonlinear boundary value problem, which models moderately large deflections of infinite nonlinear beams resting on elastic foundations under localized external loads.
Keywords
Related Topics
Physical Sciences and Engineering
Engineering
Computational Mechanics
Authors
Feliz Minhós,