The energy method is first used to find the critical stress for anti-symmet
ric lip buckling, for any given half-wave length, including the preferred h
alf-wave length. The energy method is then applied to describe the critical
buckling interaction between the torsional-flexural and anti-symmetric lip
modes, and its effect in reducing the critical buckling stress. The result
s obtained by the energy solutions are validated by those obtained by finit
e element eigenvalue analyses. This paper gives closed form equations which
enable the interactive critical stress to be calculated for a member of gi
ven geometry. Reductions of up to 24% in the smaller of the individual buck
ling stresses have been found for the examples studied. A further paper wil
l describe how the interactive critical stress can be incorporated in a des
ign method for finding the resistance of the member. (C) 2001 Elsevier Scie
nce Ltd. All rights reserved.