Research Article
Forced Response of Polar Orthotropic Tapered Circular Plates Resting on Elastic Foundation
Figure 2
Radius vector versus deflection parameter for taper parameter : — and : …. Keys foundation parameter : , : , and : ▴▴▴.
(a) Disk loading (SS-plate) |
(b) Disk loading (CL-plate) |
(c) Annular loading (SS-plate) |
(d) Annular loading (CL-plate) |