A finite deformation theory is proposed that can describe precisely, the nonlinear geometric behavior of a two-dimensional beam structure. Unlike the existing nonlinear theories, this theory does away with simplifications such as the assumptions of small displacement, small normal or shearing strain
The finite deformation theory for beam, plate and shell part III. The three-dimensional beam theory and the FE formulation
โ Scribed by Mingrui Li
- Publisher
- Elsevier Science
- Year
- 1998
- Tongue
- English
- Weight
- 941 KB
- Volume
- 162
- Category
- Article
- ISSN
- 0045-7825
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โฆ Synopsis
A finite deformation model based on the Timoshenko beam theory is proposed for the three dimensional beam structures. The exact Green-Lagrangian strains are derived. The Finite Element formulation and the corresponding algorithm are presented for the model. Numerical examples are given to illustrate its validity and effectiveness.
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