Finite element methods for Timoshenko beam, circular arch and Reissner-Mindlin plate problems
✍ Scribed by Xiao-liang Cheng; Weimin Han; Hong-ci Huang
- Publisher
- Elsevier Science
- Year
- 1997
- Tongue
- English
- Weight
- 870 KB
- Volume
- 79
- Category
- Article
- ISSN
- 0377-0427
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✦ Synopsis
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 beam is aligned with the Petrov-Galerkin formulation derived in Loula et al. (1987) and can be naturally extended to solve the circular arch and the Reissner-Mindlin plate problems. Optimal order error estimates are proved, uniform with respect to the small parameters. Numerical examples for the circular arch problem shows that the proposed method compares favorably with the conventional reduced integration method.
📜 SIMILAR VOLUMES
An analysis of a triangular mixed finite element method, proposed by Taylor and Auricchio (cf. [ 131) is presented. The method is based on a linked interpolation between deflections and rotations in order to avoid the locking phenomenon (cf. [ 151). The analysis shows that the approximated deflectio
We consider the ®nite element (FE) approximation of the Reissner±Mindlin (RM) plate model, and indicate how to design meshes that yield accurate results when the p/hp version of the standard FE method is used. These guidelines allow quantities of engineering interest to be predicted numerically with