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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 50
INNOVATION IN COMPUTER METHODS FOR CIVIL AND STRUCTURAL ENGINEERING Edited by: B.H.V. Topping and M.B. Leeming
Paper II.1
A Sixth Order Accuracy Nine-Point Scheme for the Biharmonic Equation and its Application to the Deflection of Loaded Plates M. Arad, A. Yakhot and G. Ben-Dor
Department of Mechanical Engineering, Ben-Gurion University of the Negev, Beersheva, Israel M. Arad, A. Yakhot, G. Ben-Dor, "A Sixth Order Accuracy Nine-Point Scheme for the Biharmonic Equation and its Application to the Deflection of Loaded Plates", in B.H.V. Topping, M.B. Leeming, (Editors), "Innovation in Computer Methods for Civil and Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 31-37, 1997. doi:10.4203/ccp.50.2.1
Abstract
A two-dimensional numerical formula on a nine-point
scheme for the biharmonic equation Nabla4 = f(x,y) (Nabla2
is the two-dimensional Laplacian operator) is derived.
The truncation error for the suggested scheme is of the
sixth-order O(h6) on a square mesh (hx = hy = h) and
of the fourth-order O(hx4,hx2hy2,hy4) on an unequally
spaced mesh. The biharmonic equation describes the deflection
of loaded plates. The difference in the accuracy
as compared to that of the 13-point standard finite difference
formula having an accuracy of the second-order
is significant. For example, using the presently proposed
formula on a grid of 50 x 50 points yields the same order
of accuracy as using the standard finite difference
formula on a grid of 125000 x 125000 points. The advantage
of the suggested scheme is demonstrated by solving
the deflection of plates under various loads for different
boundary conditions, e.g., simply supported plates and
plates with built-in edges. In order to demonstrate the
high-order accuracy of the method and to examine the
convergence of the error, the numerical results are compared
with problems having analytical solutions.
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