Let
be the stress, total strain, and plastic strain vectors, respectively.
It is assumed that the total strain is decomposed into reversible elastic and irreversible plastic parts
The elastic response is characterized in terms of elastic constitutive matrix
as
As long as the stress remains inside the elastic domain, the deformation process is purely elastic and the plastic strain does not change.
It is assumed that the elastic domain, denoted as is bounded by a composite yield surface. It is defined as
where
are yield functions intersecting in a possibly non-smooth fashion. The
vector
contains internal variables controlling the evolution of yield surfaces (amount of hardening or softening).
The evolution of plastic strain
is expressed in Koiter's form. Assuming the non-associated plasticity, this reads
|
(4.4) |
where are plastic potential functions. The are referred as plastic consistency parameters, which satisfy the following Kuhn-Tucker conditions
|
(4.5) |
These conditions imply that in the elastic regime the yield function must remain negative and the rate of the plastic multiplier is zero (plastic strain remains constant) while in the plastic regime the yield function must be equal to zero (stress remains on the surface) and the rate of the plastic multiplier is positive.
The evolution of vector of internal hardening/softening variables
is expressed in terms of a general
hardening/softening law of the form
|
(4.6) |
where
is the vector of plastic consistency parameters .
Borek Patzak
2017-12-30