Abstract
This paper uses constraint satisfaction and optimization to find least energy solutions of a solid, elastic frictional model for parallel folding. Such a model is representative of multilayer geological systems undergoing buckling deformation and modelling the evolution of folds poses a significant problem. Simplifying the model down to a two-layer formulation and, assuming the geometry of the whole layered material is governed by this, the behaviour of the central interface is modelled using a number of points whose movement is constrained. The small-deflection model, with a linear foundation and no apparent lock-up criteria, closely matches the sequential nature seen in experiments. By adding a hardening non-linear foundation stiffness and linearly increasing the overburden pressure, the destabilization and restabilization of the experimental load-deflection plots is clearly observed.
| Original language | Undefined/Unknown |
|---|---|
| Pages (from-to) | 169-192 |
| Number of pages | 24 |
| Journal | IMA Journal of Applied Mathematics |
| Volume | 76 |
| Issue number | 1 |
| DOIs | |
| Publication status | Published - 1 Feb 2011 |
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