Difference between revisions of "Isotropic Phase Field Softening Material"

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| ([[Isotropic Material#Material Properties|Isotropic Properties]]) || Enter all properties needed to define the underlying isotropic material response || varies || varies
| ([[Isotropic Material#Material Properties|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
| ell || Length scale parameter used in variational fracture mechanics || [ConsistentUnits Command#Legacy and Consistent Units|length units]] || none
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|-
| viscosity || Viscosity to use when solving coupled phase field evolution in a diffusion tasks || none || none
| viscosity || Viscosity to use when solving coupled phase field evolution in a diffusion tasks || none || none

Revision as of 14:49, 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 length units]] 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:

  1. Maximum energy history term that provides source terms for phase field evolution
  2. Damage state equation to 0 if not failed and 1 if failure (i.e., phase value has reached 1)
  3. Current phase field value
  4. 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.