Computation of Moments in the Anisotropic Plane Elasticity Fast Multipole formulation
DOI:
https://doi.org/10.26512/ripe.v2i6.21594Keywords:
Fast Multipole Method. Boundary Element Method. Anisotropic plane elasticity.Abstract
In this work we will present the computation of moments in the anisotropic plane elasticity fast multipole formulation. Fundamental solutions of plane elasticity are represented by complex functions from the classical 2D elasticity theory. The Multipole Expansion for kernels U (displacement field) and T (traction field) will be computed using Taylor series expansion. The convergence of the series expansion to the fundamental solutions is analyzed considering different numbers of series terms and different distance from the source point to the field point. Moments will be used to evaluate integrals of influence matrices when elements are far away from the source point, whereas the conventional approach will be applied to evaluate the integrals in order to compare results obtained by the multipole expansion.
References
[Albuquerque(2001)] E.L. Albuquerque. Numerical analysis of dynamic anisotropic problems using the boundary element method. PhD thesis, Unicamp, Dept. Mec. Comput., July 2001. In Portuguese.
[Aliabadi(2002)] M. H. Aliabadi. The boundary element method - Aplication in Solid Structures - Volume 2. Wiley. 2002.
[Banerjee(1994)] P. K. Banerjee. The Boundary Elment Methods in Engineering. McGraw-Hill. 1994.
[Beer(2008)] Smith I. Duenser C. Beer, G. The Boundary Element Method with programming. Springer-Verlag/Wien. 2008.
[Braga(2012)] L.M. Braga. The fast multipolemethod for potencial problems. Master’s thesis, Universidade de Braslia, Dept. Eng. Mecnica, agosto 2012. In Portuguese.
[Gaul(2002)] Kogl M.Wagner M. Gaul, L. The Boundary Element Methods for Engineers and Scientists. Springer. 2002.
[Katsikadelis(2002)] J.K. Katsikadelis. Boundary Elements. Elsevier. 2002.
[Liu(2005)] Nishimura N. Otani Y. Liu, Y.J. Large-scale modeling of carbon-nanotube composites by a fast multipole boundary element method. Computational Materials Science, 34:173”“187, 2005.
[Liu(2009)] Y. Liu. Multipole boundary element method - Theory and Applications in Engineering. Cambridge. 2009.
[Nishimura(2002)] N. Nishimura. Fast multipole accelerated boundary integral equation methods. Applied Mechanics Reviews, 54:299”“324, 2002.
[Peirce(1995)] Napier J.A.L. Peirce, A.P. A spectral multipole method for efficient solution of large-scale boundary element models in elastostatics. Int. J. Numer.Methods, 38:409”“434, 1995.
[Popov(2001)] Power H. Popov, V. An o(n) taylor series multipole boundary element method for three-dimensional elasticity problems. Engineering Analysis with Boundary Elements, 25:718, 2001.
[Reis(2013)] Albuquerque E.L. Anflor C.M. Reis, A. Series expansions of anisotropic plane elasticity fundamental solutions. In International Conference on Boundary Element and Meshless Techniques, 2013.
[Sollero(1994)] P. Sollero. Fracture mechanics analysis of anisotropic laminatesby the boundary element method. PhD thesis, Wessex Institute of Technology, 1994.
[Wang(2005)] Yao Z.H. Wang, H.T. A new fast multipole boundary element method for large scale analysis of mechanical properties in 3d particle-reinforced composites. Computer Modeling in Engineering and Sciences, 7:85”“95, 2005.
[Wang(2004)] Yao Z.H.Wang, P.B. Application of a new fast multipole bem for simulation of 2d elastic solid with large Acta Mechanica Sinica, 20:613”“622, 2004.
[Wang(2006)] Yao Z.H. Wang, P.B. Fast multipole dbem analysis of fatigue crack growth. Computational Mechanics, 38:223”“233, 2006.
[Yoshida(2001a)] Nishimura N. Kobayashi S. Yoshida, K. pplication of new fast multipole boundary integral equation method to crack problems in 3d. Engineering Analysis with Boundary Elements, 50:239”“247, 2001a.
[Yoshida(2001b)] Nishimura N. Kobayashi S. Yoshida, K. Application of fast multipole galerkin boundary integral equation method to elastostatic crack problems in 3d. International Journal for Numerical Methods in Engineering, 50:525”“547, 2001b.
Downloads
Published
Issue
Section
License
Given the public access policy of the journal, the use of the published texts is free, with the obligation of recognizing the original authorship and the first publication in this journal. The authors of the published contributions are entirely and exclusively responsible for their contents.
1. The authors authorize the publication of the article in this journal.
2. The authors guarantee that the contribution is original, and take full responsibility for its content in case of impugnation by third parties.
3. The authors guarantee that the contribution is not under evaluation in another journal.
4. The authors keep the copyright and convey to the journal the right of first publication, the work being licensed under a Creative Commons Attribution License-BY.
5. The authors are allowed and stimulated to publicize and distribute their work on-line after the publication in the journal.
6. The authors of the approved works authorize the journal to distribute their content, after publication, for reproduction in content indexes, virtual libraries and similars.
7. The editors reserve the right to make adjustments to the text and to adequate the article to the editorial rules of the journal.