Title of article :
On the Possibility of Elastic Strain Localisation in a Fault
Author/Authors :
E. Pasternak، نويسنده , , H.-B. Muhlhaus، نويسنده , , A.V. DYSKIN، نويسنده ,
Issue Information :
ماهنامه با شماره پیاپی سال 2004
Abstract :
The phenomenon of strain localisation is often observed in shear deformation of
particulate materials, e.g., fault gouge. This phenomenon is usually attributed to special types of plastic
behaviour of the material (e.g., strain softening or mismatch between dilatancy and pressure sensitivity or
both). Observations of strain localisation in situ or in experiments are usually based on displacement
measurements and subsequent computation of the displacement gradient. While in conventional continua
the symmetric part of the displacement gradient is equal to the strain, it is no longer the case in the more
realistic descriptions within the framework of generalised continua. In such models the rotations of the
gouge particles are considered as independent degrees of freedom the values of which usually differ from
the rotation of an infinitesimal volume element of the continuum, the latter being described for
infinitesimal deformations by the non-symmetric part of the displacement gradient. As a model for gouge
material we propose a continuum description for an assembly of spherical particles of equal radius in
which the particle rotation is treated as an independent degree of freedom. Based on this model we consider
simple shear deformations of the fault gouge. We show that there exist values of the model parameters for
which the displacement gradient exhibits a pronounced localisation at the mid-layers of the fault, even in
the absence of inelasticity. Inelastic effects are neglected in order to highlight the role of the independent
rotations and the associated additional parameters. The localisation-like behaviour occurs if (a) the
particle rotations on the boundary of the shear layer are constrained (this type of boundary condition does
not exist in a standard continuum) and (b) the contact moment—or bending stiffness is much smaller than
the product of the effective shear modulus of the granulate and the square of the width of the gouge layer.
It should be noted however that the virtual work functional is positive definite over the range of physically
meaningful parameters (here: contact stiffnesses, solid volume fraction and coordination number) so that
strictly speaking we are not dealing with a material instability.
Keywords :
contactstiffness , gouge. , Cosserat continuum theory , Homogenisation , rotational degrees of freedom
Journal title :
Pure and Applied Geophysics
Journal title :
Pure and Applied Geophysics