An elastica is a bendable one-dimensional continuum, or idealized elastic rod. If such
a rod is subjected to compression while its ends are constrained to remain tangent to
a single straight line, buckling can occur: the elastic material gives way at a certain
point, snapping to a lower-energy configuration.
The bifurcation diagram for the buckling of a planar elastica under a load
is made up of a trivial branch of unbuckled configurations for all
and a
sequence of branches of buckled configurations that are connected to the trivial
branch at pitchfork bifurcation points. We use several perturbation expansions to
determine how this diagram perturbs with the addition of a small intrinsic
shape in the elastica, focusing in particular on the effect near the bifurcation
points.
We find that for almost all intrinsic shapes
,
the difference between the buckled solution and the trivial solution is
, but for some
ineffective
, this
difference is
, and
we find functions
so
that
is ineffective at
bifurcation point number
when
.
These ineffective perturbations have important consequences in numerical
simulations, in that the perturbed bifurcation diagram has sharper corners near the
former bifurcation points, and there is a higher risk of a numerical simulation
inadvertently hopping between branches near these corners.