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FINITE ELEMENT MODELLING OF SPATIALLY CHAOTIC STRUCTURES
Authors:G W HUNT  R LAWTHER  P PROVIDÊNCIA E COSTA
Abstract:A simple non-linear mechanical system comprising a pin-jointed string of finite-length links, supported by elastic springs at the pins and compressed by an axial load, is viewed from two perspectives. When seen as an initial-value problem, equilibrium equations provide an iterative non-linear mapping. When seen as a boundary-value problem, it becomes a simple finite element model. At loads less than the critical buckling load, a preferred buckling configuration is found that is localized along the length. In the limit of infinite length this is described as a homoclinic connection in phase space, joining the flat equilibrium state to itself. The infinite sequence of homoclinic points thus defined embeds within the complex topological structure of a homoclinic tangle, within which also appear periodic, quasi-periodic, and chaotic spatial solutions. Implications in the finite element setting are discussed. © 1997 John Wiley & Sons, Ltd.
Keywords:localization  spatial chaos  buckling  discrete system  mapping  non-linear  finite elements  homoclinic connection
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