In industrial applications, the design of beam and shell structures is
generally based on global representations for curves and surfaces, su
ch as Bezier curves, splines and NURBS. On the other hand, the mechani
cal analysis of these structures by the finite element method generall
y requires a refined discretization of the geometry. It is shown here
that this analysis can be performed directly from the CAD representati
on which involves a small number of variables. Assuming a Bezier repre
sentation, the theory is developed in the framework of large displacem
ents and then is applied to the static analysis of a beam undergoing l
arge rotations. a compatible parametrization of the beam displacements
is discussed. A formulation for the large displacement beam mechanics
is summarized and applied to a straight beam submitted to various loa
ding cases. Finally, three illustrative examples are presented.