The three-dimensional beam theory: Finite element formulation based on curvature
β Scribed by D. Zupan; M. Saje
- Publisher
- Elsevier Science
- Year
- 2003
- Tongue
- English
- Weight
- 519 KB
- Volume
- 81
- Category
- Article
- ISSN
- 0045-7949
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β¦ Synopsis
The article introduces a new finite element formulation of the three-dimensional Γgeometrically exact finite-strain beam theoryΓ. The formulation employs the generalized virtual work principle with the pseudo-curvature vector as the only unknown function. The solution of the governing equations is obtained by using a combined Galerkin-collocation algorithm. The collocation ensures that the equilibrium and the constitutive internal force and moment vectors are equal at a set of chosen discrete points. In NewtonΓs iteration special update procedures for the pseudo-curvature and rotational vectors have to be employed because of the non-linearity of the configuration space. The accuracy and the efficiency of the derived numerical algorithm are demonstrated by several examples.
π SIMILAR VOLUMES
It has been pointed out in a previous paper by the authors [1] that conservative internal moments of a spatial beam are of the so-called fourth kind, and that the rotation variables which are energy-conjugate with these moments are vectorial rotations. Vectorial rotations of a spatial Euler-Bernoull
This paper presents the equations for the implementation of rotational quaternions in the geometrically exact three-dimensional beam theory. A new finite-element formulation is proposed in which the rotational quaternions are used for parametrization of rotations along the length of the beam. The fo
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