Shallow shell theory of the buckling energy barrier: from the Pogorelov state to softening and imperfection sensitivity close to the buckling pressure
Lorenz Baumgarten, Jan Kierfeld

TL;DR
This paper develops an analytical and numerical framework to analyze the energy barrier and buckling behavior of spherical shells under pressure, revealing distinct regimes and asymptotic behaviors near the critical buckling pressure.
Contribution
It provides a closed-form analytical expression for the energy barrier height and systematic expansions of shallow shell equations, bridging Pogorelov and linear response regimes.
Findings
Energy barrier vanishes as (1-p/p_c)^{3/2} near buckling
Stiffness to point forces vanishes as (1-p/p_c)^{1/2}
Divergence of energy barrier and indentation in Pogorelov limit
Abstract
We study the axisymmetric response of a complete spherical shell under homogeneous compressive pressure to an additional point force. For a pressure below the classical critical buckling pressure , indentation by a point force does not lead to spontaneous buckling but an energy barrier has to be overcome. The states at the maximum of the energy barrier represent a subcritical branch of unstable stationary points, which are the transition states to a snap-through buckled state. Starting from nonlinear shallow shell theory we obtain a closed analytical expression for the energy barrier height, which facilitates its effective numerical evaluation as a function of pressure by continuation techniques. We find a clear crossover between two regimes: For the post-buckling barrier state is a mirror-inverted Pogorelov dimple, and for the barrier state is…
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