In this paper some finite element methods for Timoshenko beam, circular arch and Reissner-Mindlin plate problems are discussed. To avoid locking phenomenon, the reduced integration technique is used and a bubble function space is added to increase the solution accuracy. The method for Timoshenko bea
Locking and robustness in the finite element method for circular arch problem
β Scribed by Zhimin Zhang
- Publisher
- Springer-Verlag
- Year
- 1995
- Tongue
- English
- Weight
- 233 KB
- Volume
- 69
- Category
- Article
- ISSN
- 0029-599X
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