Delayed buckling of spherical shells due to viscoelastic knockdown of the critical load
@article{SteinMontalvo2021DelayedBO, title={Delayed buckling of spherical shells due to viscoelastic knockdown of the critical load}, author={Lucia Stein-Montalvo and Douglas P. Holmes and G. Coupier}, journal={Proceedings of the Royal Society A}, year={2021}, volume={477} }
We performed dynamic pressure buckling experiments on defect-seeded spherical shells made of a common silicone elastomer. Unlike in quasi-static experiments, shells buckled at ostensibly subcritical pressures, i.e. below the experimentally determined critical load at which buckling occurs elastically, often following a significant delay period from the time of load application. While emphasizing the close connections to elastic shell buckling, we rely on viscoelasticity to explain our…
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86 References
The Geometric Role of Precisely Engineered Imperfections on the Critical Buckling Load of Spherical Elastic Shells
- Engineering, Materials Science
- 2016
We study the effect of a dimplelike geometric imperfection on the critical buckling load of spherical elastic shells under pressure loading. This investigation combines precision experiments, finite…
Buckling-induced encapsulation of structured elastic shells under pressure
- EngineeringProceedings of the National Academy of Sciences
- 2012
This work introduces a class of continuum shell structures, the Buckliball, which undergoes a structural transformation induced by buckling under pressure loading, which opens the possibility for reversible encapsulation, over a wide range of length scales.
Nonlinear dynamics of spherical shells buckling under step pressure
- EngineeringProceedings of the Royal Society A
- 2019
Damping plays an important role in dynamic buckling because of the time-dependent nonlinear interaction among modes, particularly the interaction between the spherically symmetric ‘breathing' mode and the buckling mode.
Axisymmetrical Creep Buckling of Clamped Shallow Spherical Shells
- Engineering
- 1965
Abstract : In this paper consider the effect of viscoelastic properties of shells on the axisymmetrical buckling is considered. For viscoelastic shells under constant uniform pressure, the average…
Axisymmetric and bifurcation creep buckling of externally pressurised spherical shells
- Engineering
- 1980
Nonlinear buckling behavior of a complete spherical shell under uniform external pressure and homogenous natural curvature.
- EngineeringPhysical review. E
- 2020
It is shown that due to a mechanical analogy between pressure and curvature, positive natural curvatures can severely destabilize a thin shell, while negative natural curvature can strengthen the shell against buckling, providing the possibility to design shells that buckle at or above the theoretical limit for pressure alone, i.e., a strengthening factor.
Imperfections and energy barriers in shell buckling
- EngineeringInternational Journal of Solids and Structures
- 2018
Magneto-active elastic shells with tunable buckling strength
- EngineeringNature Communications
- 2021
This work develops a theoretical model for thin magnetic elastic shells, which rationalizes the underlying mechanism, in excellent agreement with experiments, and presents a robust mechanism to dynamically tune the buckling strength of shells, exploiting the coupling between mechanics and magnetism.