Difference between revisions of "Isotropic Phase Field Softening Material"
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| ([[Common Material Properties|other]]) || Properties common to all materials || varies || varies | | ([[Common Material Properties|other]]) || Properties common to all materials || varies || varies | ||
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== History Variables == | |||
This material stores several history variables that track the extent of the damage and evolution of the phase field: | |||
# Maximum energy history term that provides source terms for phase field evolution | |||
# Damage state equation to 0 if not failed and 1 if failure (''i.e.'', phase value has reached 1) | |||
# Current phase field value | |||
# Change in phase field since the last time step. It is used in constitutive law modeled and is scaled by 0.5 when using USAVG method. |
Revision as of 14:41, 14 March 2022
Constitutive Law
This material is underdevelopment and only available in OSParticulas. More details will follow when done.
Material Properties
The isotropic variational mechanics model using a single energy release rate that scales evolution of damage. The critical energy release rate is enter using the base material JIc property. The other needed material properties are as follows:
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 |
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 |
stability | A stability factor thought to stabilize post-failure analysis | none | 0 |
partition | Chose the method used to partition energy into energy that causes 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 |
History Variables
This material stores several history variables that track the extent of the damage and evolution of the phase field:
- Maximum energy history term that provides source terms for phase field evolution
- Damage state equation to 0 if not failed and 1 if failure (i.e., phase value has reached 1)
- Current phase field value
- Change in phase field since the last time step. It is used in constitutive law modeled and is scaled by 0.5 when using USAVG method.