An existing isotropic thin shell axisymmetric element capable of model
ling non-axisymmetric deformation modes is extended to include the cap
ability of modelling shells with a laminated orthotropic structure. Th
e element formulation is based upon Flugge thin shell theory. Generall
y orthotropic Structures (i.e. those with principal material direction
s not coincident with the meridional and circumferential directions) c
an be modelled provided the load case is axisymmetric, but for non-axi
symmetric (harmonic) load cases, the material properties of each layer
must coincide with the principal directions of the shell. Computerize
d symbolic algebra was used in the derivation of the element formulati
on. A number of static examples have been used to test the element, an
d results from this element agree very closely with alternative FE and
analytical solutions, with differences being one percent or less. Cop
yright (C) 1996 Elsevier Science Ltd.