Geometrically exact beam finite element formulated on the special Euclidean group SE(3)

• Autores: Sonneville, V.; Cardona, Alberto; Brüls, O.
• Año de publicación: 2014
• Idioma: inglés
• Tipo de recurso: artículo
• Materia: Dynamic Beam; Finite Element; Lie Group; Special Euclidean Group
• Institución: Consejo Nacional de Investigaciones Científicas y Técnicas

This paper describes a dynamic formulation of a straight beam finite element in the setting of the special Euclidean group SE(3). First, the static and dynamic equilibrium equations are derived in this framework from variational principles. Then, a non-linear interpolation formula using the exponential map is introduced. It is shown that this framework leads to a natural coupling in the interpolation of the position and rotation variables. Next, the discretized internal and inertia forces are developed. The semi-discrete equations of motion take the form of a second-order ordinary differential equation on a Lie group, which is solved using a Lie group time integration scheme. It is remarkable that no parameterization of the nodal variables needs to be introduced and that the proposed Lie group framework leads to a compact and easy-to-implement formulation. Some important numerical and theoretical aspects leading to a computationally efficient strategy are highlighted and discussed. For instance, the formulation leads to invariant tangent stiffness and mass matrices under rigid body motions and a locking free element. The proposed formulation is successfully tested in several numerical static and dynamic examples.
Fil: Sonneville, V.. Université de Liège; Bélgica
Fil: Cardona, Alberto. Universidad Nacional del Litoral; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Santa Fe. Centro de Investigaciones en Métodos Computacionales. Universidad Nacional del Litoral. Centro de Investigaciones en Métodos Computacionales; Argentina
Fil: Brüls, O.. Université de Liège; Bélgica