On the evaluation of hyper-singular integrals arising in the boundary element method for linear elasticity
β Scribed by C. C. Chien; H. Rajiyah; S. N. Atluri
- Publisher
- Springer
- Year
- 1991
- Tongue
- English
- Weight
- 735 KB
- Volume
- 8
- Category
- Article
- ISSN
- 0178-7675
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β¦ Synopsis
The boundary element method (BEM) for linear elasticity in its curent usage is based on the boundary integral equation for displacements. The stress field in the interior of the body is computed by differentiating the displacement field at the source point in the BEM formulation, via the strain field. However, at the boundary, this method gives rise to a hypersingular integral relation which becomes numerically intractable. A novel approach is presented here, where hyper-singular kernels for stresses on the boundary are made numerically tractable through the imposition of certain equilibrated displacement modes. Numerical results are also presented for benchmark problems, to illustrate the efficacy of the present approach. Solutions are compared to the commonly used boundary stress algorithm wherein the boundary stresses are computed from known boundary tractions, and derivatives of known displacements tangential to the boundary. An extension of this approach to solve linear elasticity problems using the traction boundary integral equation (TBIE) is also discussed.
π SIMILAR VOLUMES
The mixed boundary value problem in three-dimensional linear elasticity is solved via a system of boundary integral equations. The Galerkin approximation of the singular and hypersingular integral equations leads to (hyper)singular and regular double integrals. The numerical cubature of the singula
The paper concentrates on the numerical evaluation of nearly singular kernel integrals commonly encountered in boundary element analysis. Limitations of the method developed recently by Huang and Cruse (1993) for the direct evaluation of nearly singular kernel integrals are analysed and pointed out.