Metadata-Version: 2.1
Name: KratosPoromechanicsApplication
Version: 9.4.5
Summary: KRATOS Multiphysics ("Kratos") is a framework for building parallel, multi-disciplinary simulation software, aiming at modularity, extensibility, and high performance. Kratos is written in C++, and counts with an extensive Python interface.
Home-page: https://github.com/KratosMultiphysics/
Author: Kratos Team
Author-email: kratos@listas.cimne.upc.edu
Classifier: Programming Language :: Python :: 3
Classifier: Programming Language :: C++
Classifier: Programming Language :: Python
Classifier: Programming Language :: Python :: 3.8
Classifier: Programming Language :: Python :: 3.9
Classifier: Programming Language :: Python :: 3.10
Classifier: Programming Language :: Python :: 3.11
Classifier: Topic :: Scientific/Engineering
Classifier: Topic :: Scientific/Engineering :: Physics
Classifier: Topic :: Scientific/Engineering :: Mathematics
Classifier: Natural Language :: English
Classifier: Intended Audience :: Science/Research
Classifier: Intended Audience :: Other Audience
Classifier: Intended Audience :: Developers
Classifier: Development Status :: 5 - Production/Stable
Classifier: Environment :: Console
Classifier: License :: OSI Approved :: BSD License
Requires-Python: >=3.8
Description-Content-Type: text/markdown
Requires-Dist: KratosMultiphysics (==9.4.5)
Requires-Dist: KratosStructuralMechanicsApplication (==9.4.5)

## Poromechanics Application

The Poromechanics Application contains developments in coupled solid-pore fluid interaction problems within Kratos Multiphysics.

### Features:

- UPw small displacement element for saturated porous media (with
equal order interpolation, unstable under incompressible-undrained
conditions)

- Stable UPw small displacement element for saturated porous media
(with higher order interpolation for displacements)

- FIC-Stabilized UPw small displacement element for saturated porous media
(with equal order interpolation for displacements)

- UPw Quasi-zero-thickness interface elements for defining cracks and
joints

- Local linear elastic damage model (Simo-Ju and modified Von Mises)

- Non-local linear elastic damage model (Simo-Ju and modified Von
Mises)

- Bilinear cohesive fracture model (for quasi-zero-thickness interface elements)

- Fracture propagation utility based on the combination of the
damage model with the insertion of interface elements after remeshing
with GiD


