A formulation for thick-walled composite blades is devised and implemented
numerically. A parametric study which is focused on the influence of wall t
hickness on the structural behavior of blades, with an emphasize on the ela
stic couplings induced by composite materials is also presented. In contras
t with models for thin-walled blades, the shear stresses perpendicular to t
he local wall direction are accounted for. The numerical solution is based
on a finite-difference scheme where the displacement field is described by
four global displacements for each cross-section and an out-of-plane warpin
g function for each material Feint. Overall, the solution procedure employs
an iterative scheme that enables the inclusion of a large number of indepe
ndent variables. The results reveal and demonstrate the discrepancies betwe
en thick-walled modeling and thin-walled modeling as functions of the wall
thickness for various loading modes, and supply a clear indication of regio
ns where employing a thick-walled model is inevitable. (C) 1999 Elsevier Sc
ience Ltd. All rights reserved.