[GeoMechanicsApplication] Add 1D functionality to existing 2D/3D Pw element #12292
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| Original file line number | Diff line number | Diff line change |
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| // KRATOS___ | ||
| // // ) ) | ||
| // // ___ ___ | ||
| // // ____ //___) ) // ) ) | ||
| // // / / // // / / | ||
| // ((____/ / ((____ ((___/ / MECHANICS | ||
| // | ||
| // License: geo_mechanics_application/license.txt | ||
| // | ||
| // Main authors: Mohamed Nabi | ||
| // John van Esch | ||
| // Gennady Markelov | ||
| // | ||
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| #include "custom_elements/transient_Pw_line_element.h" | ||
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| namespace Kratos | ||
| { | ||
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| template class TransientPwLineElement<2, 2>; | ||
| template class TransientPwLineElement<2, 3>; | ||
| template class TransientPwLineElement<2, 4>; | ||
| template class TransientPwLineElement<2, 5>; | ||
| template class TransientPwLineElement<3, 2>; | ||
| template class TransientPwLineElement<3, 3>; | ||
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| } // Namespace Kratos | ||
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| import os | ||
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| import KratosMultiphysics.KratosUnittest as KratosUnittest | ||
| import test_helper | ||
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| class KratosGeoMechanicsTransientPressureLineElementTests(KratosUnittest.TestCase): | ||
| """ | ||
| This class contains benchmark tests which are checked with the regression on a previously obtained value. | ||
| """ | ||
| etalon_value1 = -20000.0 | ||
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| def setUp(self): | ||
| # Code here will be placed BEFORE every test in this TestCase. | ||
| pass | ||
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| def tearDown(self): | ||
| # Code here will be placed AFTER every test in this TestCase. | ||
| pass | ||
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| def check_water_pressure(self, test_name, etalon_value): | ||
| file_path = test_helper.get_file_path(os.path.join('test_pressure_line_element', test_name)) | ||
| simulation = test_helper.run_kratos(file_path) | ||
| pressure = test_helper.get_water_pressure(simulation) | ||
| self.assertAlmostEqual(etalon_value, pressure[2]) | ||
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| def test_oblique_line_element2D2N(self): | ||
| self.check_water_pressure("test_oblique_line_element2D2N", self.etalon_value1) | ||
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| def test_oblique_line_element2D3N(self): | ||
| self.check_water_pressure("test_oblique_line_element2D3N", self.etalon_value1) | ||
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| def test_oblique_line_element2D4N(self): | ||
| self.check_water_pressure("test_oblique_line_element2D4N", self.etalon_value1) | ||
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| def test_oblique_line_element2D5N(self): | ||
| self.check_water_pressure("test_oblique_line_element2D5N", self.etalon_value1) | ||
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| def test_vertical_line_element2D2N(self): | ||
| self.check_water_pressure("test_vertical_line_element2D2N", self.etalon_value1) | ||
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| def test_vertical_line_element2D3N(self): | ||
| self.check_water_pressure("test_vertical_line_element2D3N", self.etalon_value1) | ||
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| def test_vertical_line_element2D4N(self): | ||
| self.check_water_pressure("test_vertical_line_element2D4N", self.etalon_value1) | ||
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| def test_vertical_line_element2D5N(self): | ||
| self.check_water_pressure("test_vertical_line_element2D5N", self.etalon_value1) | ||
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| def test_oblique_line_element3D2N(self): | ||
| self.check_water_pressure("test_oblique_line_element3D2N", self.etalon_value1) | ||
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| def test_oblique_line_element3D3N(self): | ||
| self.check_water_pressure("test_oblique_line_element3D3N", self.etalon_value1) | ||
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| def test_vertical_line_element3D2N(self): | ||
| self.check_water_pressure("test_vertical_line_element3D2N", self.etalon_value1) | ||
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| def test_vertical_line_element3D3N(self): | ||
| self.check_water_pressure("test_vertical_line_element3D3N", self.etalon_value1) | ||
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| if __name__ == '__main__': | ||
| KratosUnittest.main() |
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| Original file line number | Diff line number | Diff line change |
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| @@ -0,0 +1,29 @@ | ||
| { | ||
| "properties": [{ | ||
| "model_part_name" : "PorousDomain.filter", | ||
| "properties_id" : 1, | ||
| "Material" : { | ||
| "constitutive_law" : { | ||
| "name" : "GeoLinearElasticPlaneStrain2DLaw" | ||
| }, | ||
| "Variables" : { | ||
| "IGNORE_UNDRAINED" : false, | ||
| "YOUNG_MODULUS" : 1.000000e+07, | ||
| "POISSON_RATIO" : 0.000000e+00, | ||
| "DENSITY_SOLID" : 2.650000e+03, | ||
| "DENSITY_WATER" : 1.000000e+03, | ||
| "POROSITY" : 1.000000e-01, | ||
| "BULK_MODULUS_SOLID" : 9.000000e+19, | ||
| "BULK_MODULUS_FLUID" : 1.000000e+20, | ||
| "PERMEABILITY_XX" : 9.084000e-06, | ||
| "DYNAMIC_VISCOSITY" : 1.000000e-03, | ||
| "BIOT_COEFFICIENT" : 1.000000e+00, | ||
| "RETENTION_LAW" : "SaturatedLaw", | ||
| "SATURATED_SATURATION" : 1.000000e+00, | ||
| "RESIDUAL_SATURATION" : 0.000000e+00 | ||
|
Contributor
There was a problem hiding this comment. Is RESIDUAL_SATURATION needed for the SaturatedLaw? The 3D materials parameters files shows that it is possible without. |
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| }, | ||
| "Tables": { | ||
| } | ||
| } | ||
| }] | ||
| } | ||
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| Original file line number | Diff line number | Diff line change |
|---|---|---|
| @@ -0,0 +1,28 @@ | ||
| { | ||
| "properties": [{ | ||
| "model_part_name" : "PorousDomain.filter", | ||
| "properties_id" : 1, | ||
| "Material" : { | ||
| "constitutive_law" : { | ||
| "name" : "LinearElasticK03DLaw" | ||
| }, | ||
| "Variables" : { | ||
| "IGNORE_UNDRAINED" : false, | ||
| "YOUNG_MODULUS" : 1.000000e+07, | ||
| "POISSON_RATIO" : 0.000000e+00, | ||
| "DENSITY_SOLID" : 2.650000e+03, | ||
| "DENSITY_WATER" : 1.000000e+03, | ||
| "POROSITY" : 1.000000e-01, | ||
| "BULK_MODULUS_SOLID" : 9.000000e+19, | ||
| "BULK_MODULUS_FLUID" : 1.000000e+20, | ||
| "PERMEABILITY_XX" : 9.084000e-06, | ||
| "DYNAMIC_VISCOSITY" : 1.000000e-03, | ||
| "BIOT_COEFFICIENT" : 1.000000e+00, | ||
| "RETENTION_LAW" : "SaturatedLaw", | ||
| "SATURATED_SATURATION" : 1.000000e+00 | ||
| }, | ||
| "Tables": { | ||
| } | ||
| } | ||
| }] | ||
| } |
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