Li Nong, Fu Bao-lian. The Symmetrical Bending of an Elastic Circular Plate Supported at k Internal Points[J]. Applied Mathematics and Mechanics, 1991, 12(11): 1023-1028.
Citation:
Li Nong, Fu Bao-lian. The Symmetrical Bending of an Elastic Circular Plate Supported at k Internal Points[J]. Applied Mathematics and Mechanics, 1991, 12(11): 1023-1028.
Li Nong, Fu Bao-lian. The Symmetrical Bending of an Elastic Circular Plate Supported at k Internal Points[J]. Applied Mathematics and Mechanics, 1991, 12(11): 1023-1028.
Citation:
Li Nong, Fu Bao-lian. The Symmetrical Bending of an Elastic Circular Plate Supported at k Internal Points[J]. Applied Mathematics and Mechanics, 1991, 12(11): 1023-1028.
This paper treats the symmetrical bending of a uniformly loaded circular plate supported at k internal points. The boundary displacement and slope are expanded in Fourier seriesr. The method proposed by [6] is applied. As both the governing differential equation and boundary conditions are satisfied exactly, we therefore obtain the analytic expression of the transverse deflectionul equation of the circular plate. This is an easy and effective methed.
Bassali,W.A.,The transverse flexure of thin elastic plates supported at several points.Proc.Cambridge Phil.Soc.53(1957) 728-743.
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Yu.J.C.L.,and H.H.Pan,Uniformly loaded circular plate supported at discrete points.Int.J.Mech.Sci.,8(1966) 333-340.
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Leissa,W.and L.T.Wells,On a direct Fourier solution for circular plates loaded bysingularities,The Journal of the Industrial Mathematics Society.20,part 1,(1970).
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Timoshenk,S and S.Woinowsky-Krieger,Theory of Plates and Shells,2nd edition(1959).