Experimentally probing the stability of thin-shell structures under pure bending

This paper studies the stability of space structures consisting of longitudinal, open-section thin-shells transversely connected by thin rods subjected to a pure bending moment. Localization of deformation, which plays a paramount role in the nonlinear post-buckling regime of these structures and is extremely sensitive to imperfections, is investigated through probing experiments. As the structures are bent, a probe locally displaces the edge of the thin shells, creating local dimple imperfections. The range of moments for which the early buckling of the structures can be triggered by this perturbation is determined, as well as the energy barrier separating the pre-buckling and post-buckling states. The stability of the local buckling mode is then illustrated by a stability landscape, and probing is extended to the entire structure to reveal alternate buckling modes disconnected from the structure's fundamental path. These results can be used to formulate efficient buckling criteria and pave the way to operating these structures close to their buckling limits, and even in their post-buckling regime, therefore significantly reducing their mass.This article is part of the theme issue 'Probing and dynamics of shock sensitive shells'.

Automated summary

This paper investigates the stability of space structures composed of open-section thin shells connected by thin rods, under the action of pure bending moment. Probing experiments were conducted to study the localized deformation in the post-buckling regime of these structures, which is highly sensitive to imperfections. The results provide insights into efficient buckling criteria for operating these structures near their buckling limits, reducing their mass significantly.