Guest, SD and Kebadze, E and Pellegrino, S (2011) A zero-stiffness elastic shell structure. Journal of Mechanics of Materials and Structures, 6. pp. 203-212. ISSN 1559-3959Full text not available from this repository.
A remarkable shell structure is described that, due to a particular combination of geometry and initial stress, has zero stiffness for any finite deformation along a twisting path; the shell is in a neutrally stable state of equilibrium. Initially the shell is straight in a longitudinal direction, but has a constant, nonzero curvature in the transverse direction. If residual stresses are induced in the shell by, for example, plastic deformation, to leave a particular resultant bending moment, then an analytical inextensional model of the shell shows it to have no change in energy along a path of twisted configurations. Real shells become closer to the inextensional idealization as their thickness is decreased; experimental thin-shell models have confirmed the neutrally stable configurations predicted by the inextensional theory. A simple model is described that shows that the resultant bending moment that leads to zero stiffness gives the shell a hidden symmetry, which explains this remarkable property.
|Divisions:||Div D > Structures|
|Depositing User:||Cron Job|
|Date Deposited:||15 Dec 2015 12:52|
|Last Modified:||01 May 2016 05:11|