The Boundary Node Method (BNM) is developed in this paper for solving three-dimensional problems in linear elasticity. The BNM represents a coupling between Boundary Integral Equations (BIE) and Moving Least-Squares (MLS) interpolants. The main idea is to retain the dimensionality advantage of the f
Two-dimensional linear elasticity by the boundary node method
β Scribed by Vasanth S. Kothnur; Subrata Mukherjee; Yu Xie Mukherjee
- Publisher
- Elsevier Science
- Year
- 1999
- Tongue
- English
- Weight
- 663 KB
- Volume
- 36
- Category
- Article
- ISSN
- 0020-7683
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β¦ Synopsis
This paper presents a further development of the Boundary Node Method "BNM# for 1!D linear elasticity[ In this work\ the Boundary Integral Equations "BIE# for linear elasticity have been coupled with Moving Least Square "MLS# interpolants^this procedure exploits the mesh!less attributes of the MLS and the dimensionality advantages of the BIE[ As a result\ the BNM requires only a nodal data structure on the bounding surface of a body[ A cell structure is employed only on the boundary in order to carry out numerical integration[ In addition\ the MLS interpolants have been suitably truncated at corners in order to avoid some of the oscillations observed while solving potential problems by the BNM "Mukherjee and Mukherjee\ 0886a#[ Numerical results presented in this paper\ including those for the solution of the Lame and Kirsch problems\ show good agreement with analytical solutions[
π SIMILAR VOLUMES
This paper presents new formulations for computing stresses as well as their sensitivities in two-dimensional (2-D) linear elasticity by the Boundary Contour Method (BCM). Contrary to previous work (e.g. Reference 1), the formulations presented here are established directly from the boundary contour
a c t We investigate the stable numerical reconstruction of an unknown portion of the boundary of a twodimensional domain occupied by an isotropic linear elastic material from a prescribed boundary condition on this part of the boundary and additional displacement and traction measurements (i.e. Cau