Effects of different loading on the bifurcation of annular elastic rods: Theory vs. experiments

The bifurcation problem of a circular Euler-Bernoulli rod subject to
a uniform radial force distribution is investigated under three distinct
loading conditions: (i.) hydrostatic pressure, (ii.) centrally-directed,
and (iii.) dead load. Previous studies on this apparently ‘familiar’
structural problem have yielded controversial results, necessitating a
comprehensive clarification. This study shows that results previously
labelled as ‘correct’ or ‘wrong’ simply refer to different external constraints,
whose presence becomes necessary only for the two latter
loads, (ii.) and (iii.). Moreover, the paper presents the first experimental
realization of a circular rod subjected to centrally-directed
loads. The experimental findings align with the theoretical predictions
and show the exploitation of a new type of load acting on a
continuous structural element. The feasibility of this load is demonstrated
through the use of inextensible cables and opens the way to
applications in flexible robotics when cables are used for actuation.