Results from a numerical study of the response of composite shells with cut
outs and subjected to internal pressure and axial compression are presented
. The numerical results are obtained using a geometrically nonlinear finite
element code. Results for axial compression and combined internal pressure
and axial compression an: presented. The effects of varying internal press
ure and cutout size on the prebuckling, buckling, and postbuckling response
s of the shell are described. Results indicate that the nonlinear interacti
on between destabilizing in-plane compressive resultant stresses and out-of
-plane displacements near the cutout can cause a local buckling response to
occur near the cutout. The Local load distributions and displacements near
the cutout can be affected hy the size of the cutout and by the internal p
ressure load. Numerical results indicate that the buckling load decreases a
s the size of the cutout is increased. In addition, the results indicate th
at the buckling load increases as the internal pressure is increased.