First kind Bessel function (J-Bessel) as radial basis function for plane dynamic analysis using dual reciprocity boundary element method

被引:0
作者
S. Hamzeh Javaran
N. Khaji
A. Noorzad
机构
[1] Tarbiat Modares University,Faculty of Civil and Environmental Engineering
[2] University of Tehran,School of Civil Engineering
来源
Acta Mechanica | 2011年 / 218卷
关键词
Radial Basis Function; Boundary Element; Free Vibration; Boundary Element Method; Free Vibration Analysis;
D O I
暂无
中图分类号
学科分类号
摘要
This paper presents a new radial basis function (RBF) for the boundary element method in the analysis of plane transient elastodynamic problems. The dual reciprocity method (DRM) is reconsidered by using the first kind Bessel (J-Bessel) function as a new generation of RBFs to approximate the inertia term. Employing the initial value theorem of Laplace transform, the particular solution kernels of the proposed RBFs corresponding to displacement and traction, with no singular terms, has been explicitly derived. Furthermore, the limiting values of the particular solution kernels have been evaluated. To illustrate the validity and accuracy of the present RBFs, three numerical examples are examined and compared to the results of analytical and other RBFs reported in the literature. In comparison with other RBFs, J-Bessel RBFs represent more accurate results, using a smaller degree of freedom, and hence they are more efficient.
引用
收藏
页码:247 / 258
页数:11
相关论文
共 51 条
[1]  
Friedman M.B.(1962)Diffraction of pulses by cylindrical obstacles of arbitrary cross section J. Appl. Mech. 29 40-46
[2]  
Shaw R.P.(1963)Diffraction of steady elastic waves by surfaces of arbitrary shape J. Appl. Mech. 30 589-597
[3]  
Banaugh R.P.(1968)A direct formulation and numerical solution for the general transient elastodynamics problem–I J. Math. Anal. Appl. 22 244-259
[4]  
Goldsmith W.(1984)Dynamic response of 3-D rigid surface foundations by time domain boundary element method Earthq. Eng. Struct. Dyn. 12 73-93
[5]  
Cruse T.A.(1985)A boundary element procedure for transient wave propagations in two dimensional isotropic elastic media Finite Elem. Anal. Des. 1 313-322
[6]  
Rizzo F.J.(1983)A new approach to free vibration analysis using boundary elements Appl. Math. Model. 7 157-162
[7]  
Karabalis D.L.(1983)Dynamic analysis in solid mechanics by an alternative boundary elements procedure Int. J. Soil Dyn. Earthq. Eng. 2 228-233
[8]  
Beskos D.E.(1994)The theory of radial basis functions applied to the BEM for inhomogeneous partial differential equations Bound. Elem. Commun. 5 57-61
[9]  
Antes H.(1996)Some studies on dual reciprocity BEM for elastodynamic analysis Comput. Mech. 17 270-277
[10]  
Nardini D.(1995)The numerical evaluation of particular solutions in the BEM–a review Bound. Elem. Commun. 6 99-106