A remark on the numerical solution of singular integral equations and the determination of stress-intensity factors
โ Scribed by P. S. Theocaris; N. I. Ioakimidis
- Publisher
- Springer
- Year
- 1979
- Tongue
- English
- Weight
- 506 KB
- Volume
- 13
- Category
- Article
- ISSN
- 0022-0833
No coin nor oath required. For personal study only.
โฆ Synopsis
As is well-known, an efficient numerical technique for the solution of Cauchy-type singular integral equations along an open interval consists in approximating the integrals by using appropriate numerical integration rules and appropriately selected collocation points. Without any alterations in this technique, it is proposed that the estimation of the unknown function of the integral equation is further achieved by using the Hermite interpolation formula instead of the Lagrange interpolation formula. Alternatively, the unknown function can be estimated from the error term of the numerical integration rule used for Cauchy-type integrals. Both these techniques permit a significant increase in the accuracy of the numerical results obtained with an insignificant increase in the additional computations required and no change in the system of linear equations solved. Finally, the Gauss-Chebyshev method is considered in its original and modified form and applied to two crack problems in plane isotropic elasticity. The numerical results obtained illustrate the powerfulness of the method.
๐ SIMILAR VOLUMES
The method of singular integral equations has become a classical method for solving plane and antiplane, static and dynamic crack problems in isotropic and anisotropic elasticity, particularly in cases where no closed-form solutions are available. In this paper, very simple methods are suggested for
The behavior of the solution of a singular integral equation in terms of the particular behavior of its regular kernel and the right hand side function was studied. Some new results and other well-known ones have been used to clarify the intluence of these factors on the solution of the equation. As