Fundamental frequency of transverse vibration of symmetrically stepped simply supported rectangular plates

1991 ◽  
Vol 150 (1) ◽  
pp. 167-169 ◽  
Author(s):  
D.V. bambill ◽  
P.A.A. Laura ◽  
A. Bergmann ◽  
R. Carnicer
Author(s):  
Jun-hong Zhang ◽  
De-sheng Li

A new method was presented by utilizing the structural circumferential periodicity of the inertia excitation due to the concentrated masses to compute the transverse vibration for thin circular plate carrying concentrated masses. Comparison between the calculated fundamental frequency coefficients and those from other approaches validates the method. And then, the point mobility matrices and the power flows were solved on the basis of modal function solutions and the analytical results of simply supported case were presented. Finally, the parametric effect of the single concentrate mass on the power flows was investigated.


1965 ◽  
Vol 32 (1) ◽  
pp. 163-168 ◽  
Author(s):  
F. C. Appl ◽  
N. R. Byers

Upper and lower bounds for the fundamental eigenvalue (frequency) of a simply supported rectangular plate with linearly varying thickness are given for several taper ratios and plan geometries. These bounds were determined using a previously published method which yields convergent bounds. In the present study, all results have been obtained to within 0.5 percent maximum possible error.


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