Finite element formulation for inflatable beams
β Scribed by Anh Le van; Christian Wielgosz
- Book ID
- 108290483
- Publisher
- Elsevier Science
- Year
- 2007
- Tongue
- English
- Weight
- 320 KB
- Volume
- 45
- Category
- Article
- ISSN
- 0263-8231
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π SIMILAR VOLUMES
We use the updated Lagrangian and the co-rotational finite element methods to obtain solutions for geometrically non-linear flexible sliding beams. Finite element formulations are normally carried out for fixed domains. Since the sliding beam is a system of changing mass, first we discretize the sys
Timoshenko's and Vlasov's beam theories are combined to produce a Co finite element formulation for arbitrary cross section thin-walled beams. Section properties are generated using a curvilinear co-ordinate system to describe the cross section dimensions. The element includes both shear and warping
This paper was devoted to the three-dimensional nonlinear finite element analysis of inflatable beams. The beams under consideration are made of modern textile materials and can be used as a load-bearing beams or arches when inflated. A 3D Timoshenko beam with a homogeneous orthotropic woven fabric