The strange mechanics of an elastic rod under null-resultant transverse loads

TL;DR

This paper reveals that a transverse load with zero resultant force can induce buckling in an elastic rod, challenging the common belief that such loads are insignificant, supported by theoretical, numerical, and experimental evidence.

Contribution

It introduces a novel understanding of transverse loads with zero net force causing buckling, supported by asymptotic analysis, modeling, simulations, and experiments.

Findings

Transverse loads with zero resultant force can cause buckling in elastic rods.

The critical buckling stress has the same form as Euler's buckling stress.

Experimental results confirm the theoretical and numerical predictions.

Abstract

Two equal and opposite distributed dead loads are applied orthogonally to the axis of an elastic rod in its rectilinear reference configuration, one at the extrados and the other at the intrados, such that the resultant applied force per unit length is uniformly zero. In this configuration, the rod is subjected to a transverse (tensile or compressive) stress, which is usually believed to have no significant effect on the structural response and has therefore not been considered so far. Contrary to this common belief, the asymptotic behavior of an incrementally deformed elastic layer and three different rod models (the first derived as an asymptotic approximation of the elastic layer; the second based on Euler elastica; and the third obtained by homogenization of a discrete model) reveal that this loading condition produces the same deformation in the rod as an axial load. In particular, the transverse load adds to the axial load in a generalized version of the Euler elastica, leading to buckling and nontrivial postcritical deformations when compressive. The critical transverse stress for buckling is found to have the same form as the Euler critical stress under axial force and tends to zero in the limit of vanishing rod inertia. For this reason, instability induced by transverse loading persists even when the rod thickness tends to zero. These theoretical predictions are confirmed by numerical simulations of a slender elastic layer, which show that increasing transverse load can induce buckling and drive the layer along a deformation path that closely follows that predicted by the generalized Euler elastica throughout the entire postcritical regime, even beyond self-intersection. To show that this behavior can be realized in practice, a dedicated experimental setup is developed, and the experimental results fully confirm the theoretical and numerical predictions.