1977
DOI: 10.1016/0040-1951(77)90092-0
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A plane kinematic model of progressive deformation in a polycrystalline aggregate

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Cited by 279 publications
(65 citation statements)
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“…This is not a necessary result; in some materials at some temperatures, the strain in individual grains may be nearly independent of orientation, or the strain may be such as to minimize differences in deformation between adjacent grains, or some intermediate behavior (e.g. Etchecopar, 1977;Lister and others, 1978). Strain proportional to resolved shear stress would be most likely at relatively high temperatures and low stresses, as in ice.…”
Section: Results -Fabric Formationmentioning
confidence: 99%
“…This is not a necessary result; in some materials at some temperatures, the strain in individual grains may be nearly independent of orientation, or the strain may be such as to minimize differences in deformation between adjacent grains, or some intermediate behavior (e.g. Etchecopar, 1977;Lister and others, 1978). Strain proportional to resolved shear stress would be most likely at relatively high temperatures and low stresses, as in ice.…”
Section: Results -Fabric Formationmentioning
confidence: 99%
“…In the last two decades, LPO evolution in deforming olivine polycrystals has been simulated using purely kinematic [Etchecopar, 1977;Etchecopar and Vasseur, 1987;Ribe, 1989 [Zhang et al, 1994]. All these polycrystal plasticity models are based on the assumption that crystal reorientation and LPO development are controlled by intracrystalline slip on a few crystallographic planes.…”
Section: Modeling Lpo Development In Polycrystalsmentioning
confidence: 99%
“…Dynamic recrystallization has been taken into account in a few models [Etchecopar, 1977;Etchecopar and Vasseur, 1987; Jessel, 1988; Wenk et al, 1997]. All these models predict a similar LPO for simple shear deformation: a single maxima pattern in which the main slip system parallels the macroscopic shear.…”
Section: Modeling Lpo Development In Polycrystalsmentioning
confidence: 99%
“…The grid points are organized into rigid triangular elements, the size of these rigid elements being as small as possible to best fit the fold geometry. These triangular elements are successively laid flat column by column and best fitted by a least squares method [Etchecopar, 1977]. Each triangular element is fitted into the triangular hole defined by its neighbors.…”
Section: Methodsmentioning
confidence: 99%