TY - JOUR
T1 - Evolution of pinch-and-swell structures in a power-law layer
AU - Schmalholz, Stefan M.
AU - Schmid, Daniel W.
AU - Fletcher, Raymond C.
N1 - Funding Information:
We thank Heather Sheldon and Bernhard Grasemann for their thorough and helpful reviews. S.M.S. thanks Jean-Pierre Burg and Neil Mancktelow for stimulating discussions and for providing photos. S.M.S. was supported by the ETH Zurich. D.W.S. would like to thank Marcin Dabrowski and Marcin Krotkiewski for the co-development of MILAMIN, the FEM tool that was used to produce the random runs. In the same context, J. Shewchuk is acknowledged for making the excellent mesh generator Triangle available. D.W.S. and R.C.F. were supported by a Center of Excellence grant from the Norwegian Research Council to PGP.
PY - 2008/5
Y1 - 2008/5
N2 - Analytical and finite element (FEM) solutions for the necking of a single power-law layer up to large finite amplitude are obtained. Continuous necking of the layer produces pinch-and-swell structures. The layer is either a free plate or embedded in a homogeneous medium. An analytical solution for finite amplitude necking based on the assumption that plane sections remain plane (PSRP) agrees well with the FEM result for a layer power-law stress exponent n ≤ 5 and for a ratio of layer to medium effective viscosities m ≥ 100. FEM simulations for embedded layers verify that PSRP for m ≥ 20. The presented numerical experiments generate localized necking and pinch-and-swell structures similar to natural ones for n ≥ 5 and m > 20. Additional weakening mechanisms, such as strain softening, although likely to be operative in nature, are not required to generate natural pinch-and-swell structures. FEM experiments with random perturbation of the layer interfaces show that even with strong necking instability the layer is thinned at the swell as well as at the necks, affecting strain estimation from pinch-and-swell geometry.
AB - Analytical and finite element (FEM) solutions for the necking of a single power-law layer up to large finite amplitude are obtained. Continuous necking of the layer produces pinch-and-swell structures. The layer is either a free plate or embedded in a homogeneous medium. An analytical solution for finite amplitude necking based on the assumption that plane sections remain plane (PSRP) agrees well with the FEM result for a layer power-law stress exponent n ≤ 5 and for a ratio of layer to medium effective viscosities m ≥ 100. FEM simulations for embedded layers verify that PSRP for m ≥ 20. The presented numerical experiments generate localized necking and pinch-and-swell structures similar to natural ones for n ≥ 5 and m > 20. Additional weakening mechanisms, such as strain softening, although likely to be operative in nature, are not required to generate natural pinch-and-swell structures. FEM experiments with random perturbation of the layer interfaces show that even with strong necking instability the layer is thinned at the swell as well as at the necks, affecting strain estimation from pinch-and-swell geometry.
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U2 - 10.1016/j.jsg.2008.01.002
DO - 10.1016/j.jsg.2008.01.002
M3 - Article
AN - SCOPUS:41949095007
SN - 0191-8141
VL - 30
SP - 649
EP - 663
JO - Journal of Structural Geology
JF - Journal of Structural Geology
IS - 5
ER -