Advances in Acoustics and Vibration / 2016 / Article / Fig 6

Research Article

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

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