Advances in Acoustics and Vibration / 2016 / Article / Tab 1

Research Article

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

Table 1

Comparison of displacement and radial bending moment at the centre as a function of ( < ) and ( < Ω < ) for uniform isotropic circular plate.

< < Ω <
Reference [24]PresentReference [24]PresentReference [24]PresentReference [24]Present

CL-plate
= 10.2158
= 39.771
0.20.01600.016300.0850.085240.01100.011810.0840.08468
0.40.018720.018730.0990.099520.00550.005530.0510.05121
0.60.024790.024710.1350.135330.00400.004040.0390.03840
0.80.04460.044610.2530.252810.00440.004460.0800.08001

SS-plate
= 4.9351
= 29.721
0.20.06640.066400.2150.215540.02260.022630.0940.09407
0.40.07600.076030.2480.248740.00940.009460.0520.05224
0.60.10010.100100.3310.331790.00620.0062380.0490.04948
0.80.17870.178770.6030.603320.00630.0063290.0760.07653

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