Yielding criteria 's hexagonal yield surface. A yield criterion is a general condition that must be satisfied by the applied stress tensor for yield to occur. A yield criterion expressed in terms of stress can be visualized as a
surface encompassing the origin in principal stress space. Yielding does not occur until the stress increases from zero (the origin) to some point on this surface. For isotropic elastic materials with a ductile failure mode, the most used criteria are the
Tresca criterion of maximum tangential stress and
von Mises yield criterion based on maximum distortion energy. The latter is the most used and states that yielding of a ductile material begins when the second invariant of deviatoric stress I_2 reaches a critical value. I_2=\frac{1}{6}\left[(\sigma_1 - \sigma_2)^2 + (\sigma_2 - \sigma_3)^2 + (\sigma_3 - \sigma_1)^2 \right] The criterion assumes that for yield to not occur the stress coordinate must be contained within the cylindrical surface described by the following equation: (\sigma_1 - \sigma_2)^2 + (\sigma_2 - \sigma_3)^2 + (\sigma_3 - \sigma_1)^2 = 9\tau_{oct}^2 where \tau_{oct} is the octahedral shear stress: \tau_{oct} = \frac{1}{3} \sqrt{(\sigma_1 - \sigma_2)^2 + (\sigma_2 - \sigma_3)^2 + (\sigma_3 - \sigma_1)^2} This criterion is observed quite well by most
metals however it cannot be used to describe shear yielding in polymers since in those materials the hydrostatic component of the stress tensor affects the yield stress.
The modified von Mises criterion for shear yielding Experiments have shown that nelther the Tresca nor the von Mises criterion adequately describes the shear yield behaviour of polymers, because for example the true yield stress is invariably higher in uniaxial compression than in tension, and uniaxial-tensile tests conducted in a pressure chamber show that yield stresses of polymers increase significantly with hydrostatic pressure. The von Mises criterion can be modified to incorporate the effect of pressure on the state of the material by substituting in its original formulation: (\sigma_1 - \sigma_2)^2 + (\sigma_2 - \sigma_3)^2 + (\sigma_3 - \sigma_1)^2 = 9\tau_{oct}^2 a value of \tau_{oct} that is linearly dependent on the hydrostatic component of the stress tensor: \tau_{oct} = \tau_0-\mu \sigma_m while \sigma_m represents the hydrostatic component: \sigma_m = \frac{\sigma_1 + \sigma_2 + \sigma_3}{3} \tau_{0} and \mu are material parameters that depend on loading rate and temperature. The constant \tau_{0} is the yield stress in
pure shear, since under this stress state the value of \sigma_m is zero. In
plane stress the modified von Mises criterion is an ellipse on the principal axis space, but differently from the standard criterion it is shifted with respect to the origin, due to the different behavior of the polymeric materials depending on the hydrostatic component of the stress tensor.
Yielding criteria for crazing An effective crazing criterion has been proposed in the early 70's by Sternstein and coworkers. attempted to create a more comprehensive relationship valid for a general triaxial state of stress. Their assumption is that crazing occurs when the strain in any direction reaches a critical value (\epsilon_c) that depends on the hydrostatic component of the stress tensor: \epsilon_c = Y_1(t,T) + \frac{X_1(t,T)}{I_1} Where X_1 and Y_1 are again time and temperature dependent parameters. The maximum tensile strain in an isotropic body under a general state of stress defined by the principal stresses is always in the direction of the maximum
principal stress (\sigma_1>\sigma_2>\sigma_3) and is given by: \epsilon_1 = \frac{1}{E}(\sigma_1-\nu\sigma_2-\nu\sigma_3) where E is
Young's modulus and \nu is
Poisson's ratio. So the previous equation can be re-written as to define the criterion in terms of the principal stresses: \sigma_1-\nu\sigma_2-\nu\sigma_3 = Y_1E + \frac{X_1E}{\sigma_1+\sigma_2+\sigma_3} for plane stress this equation is very similar to the one proposed by Sternstein and coworkers. proposed an alternative crazing criterion based on a molecular theory for distortional plasticity, he described the process of crazing as a micromechanical problem of elastic-plastic expansion of initially stable micropores produced by a thermally activated mechanism under stress to form a craze nucleus. With his analysis of the condition of craze nucleation he provided a derivation of crazing. This model provides an elegant criterion that can be easily applied for any stress state and it is not based on strain, which is a poor parameter of state: \tau_{oct}=\frac{C_1}{C_2+\sigma_m} where \tau_{oct} is the octahedral shear stress, while \sigma_m represents the hydrostatic component: \sigma_m = \frac{\sigma_1 + \sigma_2 + \sigma_3}{3} and C_1 and C_2 are time-temperature constants.
General yielding criterion By combining the criterion for shear yielding and crazing a region can be found in which no yielding can occur. This can be easily seen in the \sigma_1-\sigma_2 plane (considering plane stress condition), where the two criteria intersect a transition between the two mechanisms is expected. Considering that polymers have a viscoelastic behaviour an effect of loading rates and temperatures on shear yield stress and on crazing yield is observed. When the loading conditions (T,\dot{\epsilon}) are such that the tensile stress for shear yielding is lower than the crazing stress no crazing will be observed on the material and a brittle to ductile transition can be expected. In order to have a comprehensive yielding criterion both yielding phenomenon must be taken into account and their dependence on external parameters has to be determined. Only if these conditions are known a proper yield criterion expressed in terms of stress can obtained as a surface encompassing the origin in principal stress space. ==See also==