Bilinear plate bending element for thin and moderately thick plates using Integrated Force Method

2007 ◽  
Vol 26 (1) ◽  
pp. 43-68 ◽  
Author(s):  
H.R. Dhananjaya ◽  
J. Nagabhushanam ◽  
P.C. Pandey
1996 ◽  
Vol 58 (5) ◽  
pp. 869-886 ◽  
Author(s):  
I. Kaljević ◽  
S.N. Patnaik ◽  
D.A. Hopkins

2014 ◽  
Vol 98 (9) ◽  
pp. 663-677 ◽  
Author(s):  
I. Adarraga ◽  
M.A. Cantera ◽  
J.M. Romera ◽  
N. Insausti ◽  
F. Mujika

2005 ◽  
Vol 72 (1) ◽  
pp. 1-9 ◽  
Author(s):  
O. G. McGee ◽  
J. W. Kim ◽  
A. W. Leissa

Transverse displacement and rotation eigenfunctions for the bending of moderately thick plates are derived for the Mindlin plate theory so as to satisfy exactly the differential equations of equilibrium and the boundary conditions along two intersecting straight edges. These eigenfunctions are in some ways similar to those derived by Max Williams for thin plates a half century ago. The eigenfunctions are called “corner functions,” for they represent the state of stress currently in sharp corners, demonstrating the singularities that arise there for larger angles. The corner functions, together with others, may be used with energy approaches to obtain accurate results for global behavior of moderately thick plates, such as static deflections, free vibration frequencies, buckling loads, and mode shapes. Comparisons of Mindlin corner functions with those of thin-plate theory are made in this work, and remarkable differences are found.


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