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Collapse and folding of pressurized rings in two dimensions

Eleni Katifori1,2,*, Silas Alben3,4, and David R. Nelson1,†

  • 1Department of Physics, Harvard University, Cambridge, Massachussetts 02138, USA
  • 2Center for Studies in Physics and Biology, Rockefeller University, New York, New York 10065, USA
  • 3SEAS, Harvard University, Cambridge, Massachussetts 02138, USA
  • 4School of Mathematics, Georgia Institute of Technology, Atlanta, Georgia 30332, USA

  • *ekatifori@mail.rockefeller.edu
  • nelson@physics.harvard.edu

Phys. Rev. E 79, 056604 – Published 8 May, 2009

DOI: https://doi.org/10.1103/PhysRevE.79.056604

Abstract

Hydrostatically pressurized circular rings confined to two dimensions (or cylinders constrained to have only z-independent deformations) undergo Euler-type buckling when the outside pressure exceeds a critical value. We perform a stability analysis of rings with arclength-dependent bending moduli and determine how weakened bending modulus segments affect the buckling critical pressure. Rings with a fourfold symmetric modulation are particularly susceptible to collapse. In addition we study the initial postbuckling stages of the pressurized rings to determine possible ring folding patterns.

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