Research Article
Forced Response of Polar Orthotropic Tapered Circular Plates Resting on Elastic Foundation
Figure 3
Radius vector versus radial bending moment for taper parameter : — and = 0.3: …. Keys foundation parameter : , : , and : ▴▴▴.
(a) Uniform loading (SS-plate) |
(b) Uniform loading (CL-plate) |
(c) Disk loading (SS-plate) |
(d) Disk loading (CL-plate) |