Axisymmetric bifurcations of thick spherical shells under inflation and compression
Artículo
Open/ Download
Publication date
2012-10-22Metadata
Show full item record
Cómo citar
Botton, G. de
Cómo citar
Axisymmetric bifurcations of thick spherical shells under inflation and compression
Author
Abstract
Incremental equilibrium equations and corresponding boundary conditions for an isotropic, hyperelastic and incompressible material are summarized and then specialized to a form suitable for the analysis of a spherical shell subject to an internal or an external pressure. A thick-walled spherical shell during inflation is analyzed using four different material models. Specifically, one and two terms in the Ogden energy formulation, the Gent model and an I-1 formulation recently proposed by Lopez-Pamies. We investigate the existence of local pressure maxima and minima and the dependence of the corresponding stretches on the material model and on shell thickness. These results are then used to investigate axisymmetric bifurcations of the inflated shell. The analysis is extended to determine the behavior of a thick-walled spherical shell subject to an external pressure. We find that the results of the two terms Ogden formulation, the Gent and the Lopez-Pamies models are very similar, for the one term Ogden material we identify additional critical stretches, which have not been reported in the literature before. (C) 2012 Elsevier Ltd. All rights reserved.
General note
Artículo de publicación ISI.
Patrocinador
Award
No KUK-C1-013-04, made by King Abdullah University of Science
and Technology (KAUST). The work by G. deBotton and A. Dorfmann
was supported by the United States – Israel Binational Science
Foundation (BSF) under the Research Grant 2008419. R.
Bustamante would like to express his gratitude for the financial
support provided by FONDECYT (Chile) under Grant No. 11085024
Identifier
URI: https://repositorio.uchile.cl/handle/2250/126352
DOI: 10.1016/j.ijsolstr.2012.10.004
Quote Item
International Journal of Solids and Structures 50 (2013) 403–413
Collections