[GeoMechanicsApplication] Add point flux (source) condition for Pw #12376
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markelov208
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May 13, 2024
applications/GeoMechanicsApplication/tests/test_pressure_point_flux/README.md
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applications/GeoMechanicsApplication/custom_conditions/Pw_point_flux_condition.cpp
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applications/GeoMechanicsApplication/custom_conditions/Pw_point_flux_condition.hpp
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… error because of missing #include check.h)
Gave compiliation errors under Linux
WPK4FEM
reviewed
May 14, 2024
applications/GeoMechanicsApplication/custom_conditions/Pw_point_flux_condition.cpp
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applications/GeoMechanicsApplication/custom_conditions/Pw_point_flux_condition.hpp
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applications/GeoMechanicsApplication/tests/test_pressure_point_flux.py
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...ions/GeoMechanicsApplication/tests/test_pressure_point_flux/Common/MaterialParameters2D.json
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...ions/GeoMechanicsApplication/tests/test_pressure_point_flux/Common/MaterialParameters2D.json
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In geo technics it is common to have the depth coordinate on the vertical axis in the graph. ( which leads to water pressure on the horizontal axis here. )
...ts/test_pressure_point_flux/test_pressure_point_flux_line_element3D3N/ProjectParameters.json
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.../tests/test_pressure_point_flux/documentation_data/test_pressure_point_flux_line_element.svg
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markelov208
approved these changes
May 15, 2024
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📝 Description
As part of our ongoing development efforts, we need to implement a water flux boundary condition for our 1D pressure line element in order to accurately simulate fluid flow behavior. Currently, the boundary conditions for this element type are limited to Dirichlet, and the inclusion of a water flux boundary condition is crucial for modeling scenarios where water flow play a significant role. This `boundary is also crucial for wel element which will be implemented in the near future.
🆕 Changelog