A mixed triangular finite element model has been developed for plate bending problems in which effects of shear deformation are included. Linear distribution for all variables is assumed and the matrix equation is obtained through Reissner's variational principle. In this model, interelement compati
Mixed finite element formulation for the solution of parabolic problems
โ Scribed by J.A. Teixeira de Freitas
- Publisher
- Elsevier Science
- Year
- 2002
- Tongue
- English
- Weight
- 823 KB
- Volume
- 191
- Category
- Article
- ISSN
- 0045-7825
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โฆ Synopsis
A mixed formulation of the finite element method is used to establish a higher-order incremental method for the solution of parabolic equations. The displacement and velocity fields (in the terminology of Solid Mechanics) are approximated independently in time using a hierarchical, adaptive basis. Three time bases are tested, namely polynomial, radial and wavelet bases. The time approximation criterion ensures stability and preserves parabolicity. The resulting discretization in the time domain leads to an uncoupled governing system in the space dimension. This system can be subsequently solved using the alternative formulations for the finite element and boundary element methods. The application of the conventional (conform displacement) formulation of the finite element method is illustrated. Particular attention is given to the extension of Pian-and Trefftz-type hybrid stress finite elements for transient analysis in the time domain. The performance of the coupled time-space integration method is assessed and the results obtained are compared with the results reported in the literature for alternative time integration procedures.
๐ SIMILAR VOLUMES
Fully discrete mixed finite element method is considered to approximate the solution of a nonlinear second-order parabolic problem. A massively parallel iterative procedure based on domain decomposition technique is presented to solve resulting nonlinear algebraic equations. Robin type boundary cond
A mixed formulation of the finite element method is used to establish a higher-order incremental method for the solution of secondorder/hyperbolic problems. The displacement, the velocity and, optionally, the acceleration fields are approximated independently in time using hierarchical bases. The ti