Mathematical Problems in Engineering
Volume 2006 (2006), Article ID 89675, 8 pages
doi:10.1155/MPE/2006/89675
Abstract
Oscillations and static bending deformation of a viscoelastic reinforced plate are considered. Analytical solutions are derived. An asymptotic technique, based on the homogenization method, is used for this purpose. In addition, a special perturbation approach is employed. An example is given for the purpose of illustration. The approximate analytical expressions are shown to adequately meet the requirements of optimal structural design.