Forced Response of Polar Orthotropic Tapered Circular Plates Resting on Elastic Foundation

Figure 6

(•) values in Figures 6(c) and 6(d) are taken from [26] for SS-plate: — and CL-plate: …, respectively.

(a) Uniform loading (SS-plate)

(b) Uniform loading (CL-plate)

(c) Radius vector versus transverse deflection

(d) Radius vector versus bending moment