Fracture and Structural Integrity (Jul 2014)

Geometric numerical integrators based on the Magnus expansion in bifurcation problems for non-linear elastic solids

  • A. Castellano,
  • P. Foti,
  • A. Fraddosio,
  • S. Marzano,
  • M. D. Piccioni

DOI
https://doi.org/10.3221/IGF-ESIS.29.12
Journal volume & issue
Vol. 8, no. 29
pp. 128 – 138

Abstract

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We illustrate a procedure based on the Magnus expansion for studying mechanical problems which lead to non-autonomous systems of linear ODE’s. The effectiveness of the Magnus method is enlighten by the analysis of a bifurcation problem in the framework of three-dimensional non-linear elasticity. In particular, for an isotropic compressible elastic tube subject to an azimuthal shear primary deformation we study the possibility of axially periodic twist-like bifurcations. The approximate matricant of the resulting differential problem and the first singular value of the bifurcating load corresponding to a non-trivial bifurcation are determined by employing a simplified version of the Magnus method, characterized by a truncation of the Magnus series after the second term.

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