Periodic buckling of constrained cylindrical elastic shells

ORAL

Abstract

We revisit the classic problem of buckling of a thin cylindrical elastic shell loaded either by pneumatic depressurization or axial compression. The control of the resulting dimpled pattern is achieved by using a concentric inner rigid mandrel that constrains and stabilizes the post-buckling response. Under axial compression, a regular lattice of diamond-like dimples appears sequentially on the surface of the shell to form a robust spatially extended periodic pattern. Under pressure loading, a periodic array of ridges facets the surface of the elastic cylindrical shell. The sharpness of these ridges can be readily varied and controlled through a single scalar parameter, the applied pressure. A combination of experiments, simulations and scaling analyses is used to rationalize the combined role of geometry and mechanics in the nucleation and evolution of the diamond-like dimples and ridges networks.

Authors

  • Joel Marthelot

    Massachusetts Institute of Technology, MIT, Massachusetts Inst of Tech-MIT

  • Pierre-Thomas Brun

    MIT

  • Francisco Jimenez

    Massachusetts Institute of Technology, MIT

  • Pedro Reis

    Massachusetts Institute of Technology, MIT, Massachusetts Inst of Tech-MIT