The interpretation of the hardening input can be seen from the equation that defines the state of plastic material.
This function is the yield function:
Where,
is the deviatoric stress
is the yield stress
is the back stress
If , the material is in an elastic state. If , the material is in a plastic state.
And then if and the deviatoric strain rate is not zero (), then the plastic flow is occurring.
Note that it is not possible for . The deviatoric stress is given by
Where,
is the shear modulus
is the total deviatoric strain
is the elastic deviatoric strain
is the plastic deviatoric strain
The deviatoric strains satisfy the equation:
The relationship between the total deviatoric strain and the true strain is:
Where is the true strain, measured using small strain theory, and is the 3x3 identity matrix.
The yield stress implements the isotropic hardening. If the isotropic hardening is present, will increase as plastic flow occurs. If no isotropic hardening is present, then is a constant and does not change with plastic flow. The exact form of depends on the type of isotropic hardening that is chosen. In all 3 types of isotropic hardening, is a function of , where is defined by the differential equation:
Where,
and for any arbitrary 3x3 matrix :
The back stress implements the kinematic hardening. It permits the yield surface defined by to shift without changing its size. This is easiest to understand with a 1-dimensional example. If uni-axial specimen is stretched, then the kinematic hardening would allow the yield point in tension to rise and simultaneously for the yield point in compression to decrease in magnitude.
In 3-dimensional plastic deformation, the back stress allows for the center of the plastic yield surface to shift in the direction of plastic flow.