Skip to content
GitLab
Explore
Sign in
Register
Primary navigation
Search or go to…
Project
O
ogs
Manage
Activity
Members
Labels
Plan
Issues
Issue boards
Milestones
Wiki
Requirements
Code
Merge requests
Repository
Branches
Commits
Tags
Repository graph
Compare revisions
Snippets
Locked files
Build
Pipelines
Jobs
Pipeline schedules
Test cases
Artifacts
Deploy
Releases
Package Registry
Container Registry
Model registry
Operate
Environments
Terraform modules
Monitor
Incidents
Service Desk
Analyze
Value stream analytics
Contributor analytics
CI/CD analytics
Repository analytics
Code review analytics
Issue analytics
Insights
Model experiments
Help
Help
Support
GitLab documentation
Compare GitLab plans
Community forum
Contribute to GitLab
Provide feedback
Keyboard shortcuts
?
Snippets
Groups
Projects
Show more breadcrumbs
Dmitry Yu. Naumov
ogs
Commits
fcbd3265
Commit
fcbd3265
authored
3 years ago
by
Thomas Nagel
Committed by
Dmitri Naumov
3 years ago
Browse files
Options
Downloads
Patches
Plain Diff
[MatL/S] Added PowerLawLinearCreep MFront model.
parent
dd7be456
No related branches found
Branches containing commit
No related tags found
Tags containing commit
No related merge requests found
Changes
2
Hide whitespace changes
Inline
Side-by-side
Showing
2 changed files
MaterialLib/SolidModels/MFront/CMakeLists.txt
+1
-0
1 addition, 0 deletions
MaterialLib/SolidModels/MFront/CMakeLists.txt
MaterialLib/SolidModels/MFront/PowerLawLinearCreep.mfront
+73
-0
73 additions, 0 deletions
MaterialLib/SolidModels/MFront/PowerLawLinearCreep.mfront
with
74 additions
and
0 deletions
MaterialLib/SolidModels/MFront/CMakeLists.txt
+
1
−
0
View file @
fcbd3265
...
...
@@ -18,6 +18,7 @@ mfront_behaviours_check_library(
MohrCoulombAbboSloanOrtho
MohrCoulombAbboSloanUBI
MohrCoulombAbboSloanUBIOrtho
PowerLawLinearCreep
StandardElasticityBrick
StandardElasticityBrickOrtho
)
...
...
This diff is collapsed.
Click to expand it.
MaterialLib/SolidModels/MFront/PowerLawLinearCreep.mfront
0 → 100644
+
73
−
0
View file @
fcbd3265
@DSL Implicit;
@Behaviour PowerLawLinearCreep;
@Author Thomas Nagel;
@Description {Combined power-law (dislocation creep) and linear (pressure-solution creep)
model for salt creep. Bérest et al. (2019). Rock Mech Rock Eng.
};
@Algorithm NewtonRaphson;
@MaximumNumberOfIterations 100;
@Epsilon 1.e-14;
@Theta 1.0;
@ModellingHypotheses{".+"};
@Brick StandardElasticity;
// Intercept of yield function
@MaterialProperty real A1;
A1.setEntryName("PowerLawFactor");
@MaterialProperty real Q1;
Q1.setEntryName("PowerLawEnergy");
@MaterialProperty real m;
m.setEntryName("PowerLawExponent");
@MaterialProperty real A2;
A2.setEntryName("LinearLawFactor");
@MaterialProperty real Q2;
Q2.setEntryName("LinearLawEnergy");
@MaterialProperty real sig0;
sig0.setEntryName("ReferenceStress");
@MaterialProperty real Dgrain;
Dgrain.setEntryName("SaltGrainSize");
@Parameter real Ru = 8.314472; // J/(Kmol)
Ru.setEntryName("UniversalGasConstant");
//! increment of the power-law strain
@LocalVariable Stensor depsPL;
//! increment of the linear-law strain
@LocalVariable Stensor depsL;
//! Second Lamé coefficient
@LocalVariable stress mu;
@InitLocalVariables
{
mu = computeMu(young, nu);
// Compute initial elastic strain
eel = 1. / (2. * mu) * sig - nu / young * trace(sig) * Stensor::Id();
}
@Integrator
{
const auto s = deviator(sig);
const auto norm_s = sigmaeq(sig) / std::sqrt(3. / 2.);
constexpr auto Pdev = Stensor4::K();
const auto bPL = std::pow(3. / 2., (m + 1) / 2) * A1 *
std::exp(-Q1 / Ru / (T + dT)) / std::pow(sig0, m);
const auto bL = 3. / 2. * A2 / std::pow(Dgrain, 3) *
std::exp(-Q2 / Ru / (T + dT)) / sig0;
if (norm_s > 1e-14 * mu)
{
const auto norm_s_pow = std::pow(norm_s, m - 1);
depsPL = dt * bPL * norm_s_pow * s;
depsL = dt * bL * s;
feel += depsPL + depsL;
dfeel_ddeel +=
2. * mu * dt *
(bPL * norm_s_pow * (Pdev + (((m - 1) / norm_s / norm_s) * s ^ s)) +
bL * Pdev);
}
}
This diff is collapsed.
Click to expand it.
Preview
0%
Loading
Try again
or
attach a new file
.
Cancel
You are about to add
0
people
to the discussion. Proceed with caution.
Finish editing this message first!
Save comment
Cancel
Please
register
or
sign in
to comment