SHORT COMMUNICATIONS FINITE ELEMENT REPRESENTATION AND PRESSURE STIFFNESS IN SHELL STABILITY ANALYSIS

SUMMARY In the light of recent contributions by Batozl and Hibbitt: two aspects of finite element formulations for shell stability analysis are examined. The first is the consistency of the shell strain-displacement equations employed; the second is the proper representation of ‘follower forces’-pressures that are always normal to the deforming surface. Numerical studies of an arch indicate that improper representation of either of these factors can have a significant effect on predicted buckling loads.