This paper reports and discusses the main theoretical and computational aspects of a displacement-based and a mixed isogeometric collocation formulations for three-dimensional geometrically exact shear-deformable beams recently proposed by the author. The attention is focused on the geometric structure of the underlying configuration manifold of the Timoshenko beam model. High efficiency and accuracy are achieved by exploiting the computational features of the isogeometric collocation method in combination with a geometrically consistent kinematic model for the description of finite rotations which does not require collocation of extra equations.

Isogeometric collocation method for geometrically exact timoshenko beams / Marino, Enzo*. - STAMPA. - 2:(2017), pp. 1647-1656. (Intervento presentato al convegno 23rd Conference of the Italian Association of Theoretical and Applied Mechanics, AIMETA 2017 tenutosi a Firenze nel 2017).

Isogeometric collocation method for geometrically exact timoshenko beams

Marino, Enzo
2017

Abstract

This paper reports and discusses the main theoretical and computational aspects of a displacement-based and a mixed isogeometric collocation formulations for three-dimensional geometrically exact shear-deformable beams recently proposed by the author. The attention is focused on the geometric structure of the underlying configuration manifold of the Timoshenko beam model. High efficiency and accuracy are achieved by exploiting the computational features of the isogeometric collocation method in combination with a geometrically consistent kinematic model for the description of finite rotations which does not require collocation of extra equations.
2017
AIMETA 2017 - Proceedings of the 23rd Conference of the Italian Association of Theoretical and Applied Mechanics
23rd Conference of the Italian Association of Theoretical and Applied Mechanics, AIMETA 2017
Firenze
2017
Marino, Enzo*
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Utilizza questo identificatore per citare o creare un link a questa risorsa: https://hdl.handle.net/2158/1153113
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