Isotropic Phase Field Softening Material
Revision as of 14:31, 14 March 2022 by Nairnj (talk | contribs) (Created page with "== Constitutive Law == This material is underdevelopment and only available in OSParticulas == Material Properties == When the material is undamaged, it response is ide...")
Constitutive Law
This material is underdevelopment and only available in OSParticulas
Material Properties
When the material is undamaged, it response is identical to properties entered for the underlying isotropic material. Once those are specified, you have to attach one damage initiation law and two softening laws to define how the material responds after initiation of damage.
Property | Description | Units | Default |
---|---|---|---|
(Isotropic Properties) | Enter all properties needed to define the underlying isotropic material response | varies | varies |
ell | Length scale parameter used in variational fracture mechanics | none | none |
viscosity | Viscosity to use when solving coupled phase field evolution in a diffusion tasks | none | none |
gd | Softening law with options 0 = quadratic, 1 = exponential, 2 = linear softening | none | 0 |
stability | A stability factor thought to help post-failure analysis | none | 0 |
garg | An optional argument for use within the softening law. If not provided, default values depend on gd and are 1, 3, and 4, for gd = 0, 1, or 2, respectively | none | varies |
partition | Choose the methods used to partition energy into energy that cause fracture and energy that does not cause fracture. The options are 0 = using eigenstrain analysis and 1 = divide into pressure and deviatoric strains | none | 1 |
(other) | Properties common to all materials | varies | varies |