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March 22, 20260 citationsOpen Access

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

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DBDavide BigoniDMDiego MisseroniAPA. Piccolroaz

Key Points

  • The research aims to explore the effects of transverse loads on the structural response of elastic rods, challenging existing assumptions.
  • Applied equal and opposite loads to an elastic rod configured in a rectilinear shape
  • Derived multiple rod models including asymptotic, Euler elastica, and homogenized discrete models
  • Conducted numerical simulations of a slender elastic layer under varying transverse loads
  • Developed an experimental setup to validate theoretical predictions
  • Transverse loads can induce the same deformation in the rod as axial loads.
  • Instabilities leading to buckling occur even when rod thickness is minimal.
  • Critical transverse stress follows the same pattern as Euler's critical stress for axial forces.
  • Experimental results confirmed theoretical predictions regarding deformation paths.

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. The instability disclosed here may affect thin films and elastic layers subjected to transverse loading and is therefore relevant to several advanced technologies, including micro- and nanoscale devices.

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Cite This Study

Bigoni et al. (2026) studied this question.

synapsesocial.com/papers/69bf8978f665edcd009e91ddhttps://doi.org/10.5281/zenodo.19122532
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