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Eigenvalue perturbation

Concept in mathematics

  • 12 min read
  • 14 chapters

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Through Vibration, Symmetric matrix and Differentiable function

The derivations in this article are essentially self-contained and can be found in many texts on numerical linear algebra or numerical functional analysis. This article is focused on the case of the perturbation of a simple eigenvalue, as opposed to a multiplicity of eigenvalues.

Motivation for generalized eigenvalues

Many scientific fields use eigenvalues to obtain solutions. Generalized eigenvalue problems are less widespread but are key in the study of vibrations. They are useful when the Galerkin or Rayleigh-Ritz methods are used to find approximate solutions of partial differential equations modeling vibrations of structures such as strings and plates - Courant (1943) is fundamental. The finite element method is a widespread particular case.

In classical mechanics, generalized eigenvalues may crop up when inspecting vibrations of multiple degrees of freedom systems close to equilibrium. In this case the kinetic energy provides the mass matrix M, the potential strain energy provides the rigidity matrix K.

With both methods, the following system of differential equations or matrix differential equation is derived: Mx¨+Bx˙+Kx=0 with the mass matrix M , the damping matrix B and the rigidity matrix K. If the damping effect is neglected, B=0, and a solution of the form x=eiωtu is assumed,u and ω2are obtained as solutions to the generalized eigenvalue problem −ω2Mu+Ku=0.

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