A triangular finite element was developed for the purpose of computing time dependent stress intensity factors in cracked panels caused by dynamic loadings. An explicit consistent mass matrix was formulated for use with an existing stiffness matrix developed earlier. The singular finite element and
A simple yet accurate finite element procedure for computing stress intensity factors
β Scribed by G. B. Sinclair; D. Mullan
- Publisher
- John Wiley and Sons
- Year
- 1982
- Tongue
- English
- Weight
- 903 KB
- Volume
- 18
- Category
- Article
- ISSN
- 0029-5981
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β¦ Synopsis
Abstract
A new finite element procedure for calculating stress intensity factors in elastic crack problems is developed. In common with a number of other approaches in the literature, the procedure combines the analytical singular fields present in a problem with a finite element treatment of the residual regular problem. What distinguishes the procedure is the use of pathβindependent integrals to balance the analytical and numerical contributions. A set of test problems with exact solutions is analysed and demonstrates that the procedure is readily implemented and can accurately evaluate stress intensity factors with a modest amount of computational effort. The application of two competing methods to the test problems further demonstrates that the new procedure is markedly superior in both its initial accuracy and its rate of convergence. The paper concludes with two additional illustrations of the procedure as applied to the singleβedge crack and the centre crack; these also yield accurate results for little computational effort.
π SIMILAR VOLUMES
The finite element analysis of linear elastic fracture mechanics problems is complicated by the presence of the singular and finite non-singular stress distributions in the crack tip region. The availability of a constant stress term in addition to the singular term in the standard h-version singula
THIS note describes a simple procedure that has been successfully used experimentally to determine the stress intensity factor of a geometry for which no analytically tractable solution is available. The geometry provided by this example is an internally pressurized cylinder with a through-the-wall