scholarly journals An analytical model for computing the sound power of an unbraced irregular-shaped plate of variable thickness

2018 ◽  
Vol 8 (1) ◽  
Author(s):  
Meng Koon Lee ◽  
Mohammad Hosseini Fouladi ◽  
Satesh Narayana Namasivayam
1958 ◽  
Vol 25 (2) ◽  
pp. 297-298
Author(s):  
H. D. Conway

Abstract A solution is given for the bending of a uniformly loaded rectangular plate, simply supported on two opposite edges and having arbitrary boundary conditions on the others. The thickness variation is taken as exponential in order to make the solution tractable, and thus closely approximates to uniform taper if the latter is small.


1982 ◽  
Vol 49 (1) ◽  
pp. 243-245 ◽  
Author(s):  
B. Banerjee

The large deflection of a clamped circular plate of variable thickness under uniform load has been investigated using von Karman’s equations. Numerical results obtained for the deflections and stresses at the center of the plate have been given in tabular forms.


AIAA Journal ◽  
1989 ◽  
Vol 27 (7) ◽  
pp. 921-922 ◽  
Author(s):  
P. A. A. Laura ◽  
R. H. Gutierrez ◽  
R. B. Bhat

1973 ◽  
Vol 40 (3) ◽  
pp. 745-751 ◽  
Author(s):  
D. S. Chehil ◽  
S. S. Dua

A perturbation technique is employed to determine the critical buckling stress of a simply supported rectangular plate of variable thickness. The differential equation is derived for a general thickness variation. The problem of bending, vibration, buckling, and that of dynamic stability of a variable thickness plate can be deduced from this equation. The problem of buckling of a rectangular plate with simply supported edges and having general variation in thickness in one direction is considered in detail. The solution is presented in a form such as can be easily adopted for computing critical buckling stress, once the thickness variation is known. The numerical values obtained from the present analysis are in excellent agreement with the published results.


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