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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 86
PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING COMPUTING Edited by: B.H.V. Topping
Paper 86
Investigation of the Influence of the Parameters Affecting the Accuracy of the Moving Least Square Approximation A. Kiasat1, M. Moradi1 and H. Hashemolhosseini2
1Mechanical Engineering Department,
A. Kiasat, M. Moradi, H. Hashemolhosseini, "Investigation of the Influence of the Parameters Affecting the Accuracy of the Moving Least Square Approximation", in B.H.V. Topping, (Editor), "Proceedings of the Eleventh International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 86, 2007. doi:10.4203/ccp.86.86
Keywords: moving least squares approximation, gaussian and polynomial weight functions, basis functions, radius of support, meshless methods.
Summary
The moving least square (MLS) was introduced by Shepard [1] as approximation method in the lowest order case and generalized to a higher degree by Lancaster and Salkauskas [2]. The object of those works was to provide an alternative to classic interpolation useful to approximate a function from its values given at irregularly spaced points by using a weighted least squares approximation. This method is nowadays widely used for constructing meshless shape functions. It was first used by Nayroles et al. [3] to construct shape functions for their proposed diffuse element method (DEM). Belytschko et al. [4] modified the DEM and named it the element free galerkin method (EFG) in which the MLS approximation is also employed. MLS approximation is also used to construct shape functions for the "finite point method" [5], the "local Petrov-Galerkin method" [6] and the "point interpolation method" [7]. Thus, regarding the application of the MLS approximation in many of the mesh free methods, it is necessary to consider the influence of the effective parameters on these methods.
The MLS method is employed to approximate a function and its derivatives in the near neighbourhood of a node. In this work the capability of the MLS technique, regarding the approximation of some different functions such as polynomial, exponential, harmonic and their combinations is discussed. To do this, the effect of the density of sample points, the radius of support, weight function, and the order of basis functions for a regular arrangement of sample points are studied. Moreover, the suitable ranges for some parameters which include the Gaussian coefficient of the weight function and also the density term of sample points are determined. Then, Gaussian and polynomial weight functions are separately applied and the results are compared. References
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