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[GeoMechanicsApplication] Add reset displacement to interfaces (#12871)
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86 changes: 86 additions & 0 deletions
86
...ation/tests/line_interface_elements/Neumann_multi_stage_reset_displacements/3+3_line.mdpa
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| Original file line number | Diff line number | Diff line change |
|---|---|---|
| @@ -0,0 +1,86 @@ | ||
| Begin Table 1 TIME TANGENTIAL_LOAD | ||
| 0.0 0.0 | ||
| 1.0 667.0 | ||
| 2.0 1334.0 | ||
| 3.0 1500.0 | ||
| 4.0 3000.0 | ||
| End Table | ||
|
|
||
| Begin Table 2 TIME NORMAL_LOAD | ||
| 0.0 0.0 | ||
| 1.0 333.0 | ||
| 2.0 666.0 | ||
| 3.0 999.0 | ||
| 4.0 1332.0 | ||
| End Table | ||
|
|
||
| Begin Properties 1 | ||
| End Properties | ||
|
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||
| Begin Properties 2 | ||
| End Properties | ||
|
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||
| Begin Nodes | ||
| 1 2.0000000000 0.0000000000 0.0000000000 | ||
| 2 4.5000000000 0.0000000000 0.0000000000 | ||
| 3 7.0000000000 0.0000000000 0.0000000000 | ||
| 11 2.0000000000 0.0000000000 0.0000000000 | ||
| 12 4.5000000000 0.0000000000 0.0000000000 | ||
| 13 7.0000000000 0.0000000000 0.0000000000 | ||
| End Nodes | ||
|
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| Begin Elements Geo_ULineInterfacePlaneStrainElement3Plus3N | ||
| 1 1 1 3 2 11 13 12 | ||
| End Elements | ||
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| Begin Conditions UPwNormalFaceLoadCondition2D3N | ||
| 1 2 13 11 12 | ||
| End Conditions | ||
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| Begin SubModelPart Interfaces | ||
| Begin SubModelPartNodes | ||
| 1 | ||
| 2 | ||
| 3 | ||
| 11 | ||
| 12 | ||
| 13 | ||
| End SubModelPartNodes | ||
| Begin SubModelPartElements | ||
| 1 | ||
| End SubModelPartElements | ||
| End SubModelPart | ||
|
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| Begin SubModelPart FixedNodes | ||
| Begin SubModelPartNodes | ||
| 1 | ||
| 2 | ||
| 3 | ||
| End SubModelPartNodes | ||
| End SubModelPart | ||
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| Begin SubModelPart LoadedSide | ||
| Begin SubModelPartNodes | ||
| 11 | ||
| 12 | ||
| 13 | ||
| End SubModelPartNodes | ||
| Begin SubModelPartConditions | ||
| 1 | ||
| End SubModelPartConditions | ||
| Begin SubModelPartTables | ||
| 1 | ||
| 2 | ||
| End SubModelPartTables | ||
| End SubModelPart | ||
|
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| Begin SubModelPart AllNodes | ||
| Begin SubModelPartNodes | ||
| 1 | ||
| 2 | ||
| 3 | ||
| 11 | ||
| 12 | ||
| 13 | ||
| End SubModelPartNodes | ||
| End SubModelPart |
152 changes: 152 additions & 0 deletions
152
..._interface_elements/Neumann_multi_stage_reset_displacements/ProjectParameters_stage1.json
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| Original file line number | Diff line number | Diff line change |
|---|---|---|
| @@ -0,0 +1,152 @@ | ||
| { | ||
| "problem_data": { | ||
| "problem_name": "Neumann_multi_stage", | ||
| "start_time": 0.0, | ||
| "end_time": 2.0, | ||
| "echo_level": 1, | ||
| "parallel_type": "OpenMP", | ||
| "number_of_threads": 1 | ||
| }, | ||
| "solver_settings": { | ||
| "solver_type": "U_Pw", | ||
| "model_part_name": "PorousDomain", | ||
| "domain_size": 2, | ||
| "model_import_settings": { | ||
| "input_type": "mdpa", | ||
| "input_filename": "3+3_line" | ||
| }, | ||
| "material_import_settings": { | ||
| "materials_filename": "../common/MaterialParameters.json" | ||
| }, | ||
| "time_stepping": { | ||
| "time_step": 1.0 | ||
| }, | ||
| "buffer_size": 2, | ||
| "echo_level": 1, | ||
| "clear_storage": false, | ||
| "compute_reactions": false, | ||
| "move_mesh_flag": false, | ||
| "reform_dofs_at_each_step": false, | ||
| "nodal_smoothing": false, | ||
| "block_builder": false, | ||
| "solution_type": "Quasi-Static", | ||
| "scheme_type": "Newmark", | ||
| "reset_displacements": false, | ||
| "newmark_beta": 0.25, | ||
| "newmark_gamma": 0.5, | ||
| "newmark_theta": 0.5, | ||
| "rayleigh_m": 0.0, | ||
| "rayleigh_k": 0.0, | ||
| "strategy_type": "newton_raphson", | ||
| "convergence_criterion": "residual_criterion", | ||
| "displacement_relative_tolerance": 1.0E-4, | ||
| "displacement_absolute_tolerance": 1.0E-9, | ||
| "residual_relative_tolerance": 1.0E-4, | ||
| "residual_absolute_tolerance": 1.0E-9, | ||
| "min_iterations": 6, | ||
| "max_iterations": 15, | ||
| "number_cycles": 1, | ||
| "reduction_factor": 1.0, | ||
| "increase_factor": 1.0, | ||
| "desired_iterations": 4, | ||
| "max_radius_factor": 10.0, | ||
| "min_radius_factor": 0.1, | ||
| "calculate_reactions": false, | ||
| "max_line_search_iterations": 5, | ||
| "first_alpha_value": 0.5, | ||
| "second_alpha_value": 1.0, | ||
| "min_alpha": 0.1, | ||
| "max_alpha": 2.0, | ||
| "line_search_tolerance": 0.5, | ||
| "rotation_dofs": false, | ||
| "linear_solver_settings": { | ||
| "solver_type": "LinearSolversApplication.sparse_lu" | ||
| }, | ||
| "problem_domain_sub_model_part_list": ["Interfaces"], | ||
| "processes_sub_model_part_list": ["FixedNodes","AllNodes","LoadedSide"], | ||
| "body_domain_sub_model_part_list": ["Interfaces"] | ||
| }, | ||
| "output_processes": { | ||
| "gid_output": [{ | ||
| "python_module": "gid_output_process", | ||
| "kratos_module": "KratosMultiphysics", | ||
| "process_name": "GiDOutputProcess", | ||
| "Parameters": { | ||
| "model_part_name": "PorousDomain.porous_computational_model_part", | ||
| "output_name": "Neumann_multi_stage", | ||
| "postprocess_parameters": { | ||
| "result_file_configuration": { | ||
| "gidpost_flags": { | ||
| "WriteDeformedMeshFlag": "WriteUndeformed", | ||
| "WriteConditionsFlag": "WriteElementsOnly", | ||
| "GiDPostMode": "GiD_PostAscii", | ||
| "MultiFileFlag": "SingleFile" | ||
| }, | ||
| "file_label": "step", | ||
| "output_control_type": "step", | ||
| "output_interval": 1, | ||
| "body_output": true, | ||
| "node_output": true, | ||
| "skin_output": false, | ||
| "plane_output": [], | ||
| "nodal_results": ["DISPLACEMENT"], | ||
| "gauss_point_results": [] | ||
| }, | ||
| "point_data_configuration": [] | ||
| } | ||
| } | ||
| }] | ||
| }, | ||
| "processes": { | ||
| "constraints_process_list": [{ | ||
| "python_module": "apply_vector_constraint_table_process", | ||
| "kratos_module": "KratosMultiphysics.GeoMechanicsApplication", | ||
| "process_name": "ApplyVectorConstraintTableProcess", | ||
| "Parameters": { | ||
| "model_part_name": "PorousDomain.FixedNodes", | ||
| "variable_name": "DISPLACEMENT", | ||
| "active": [true,true,false], | ||
| "is_fixed": [true,true,true], | ||
| "value": [0.0,0.0,0.0], | ||
| "table": [0,0,0] | ||
| } | ||
| },{ | ||
| "python_module": "apply_scalar_constraint_table_process", | ||
| "kratos_module": "KratosMultiphysics.GeoMechanicsApplication", | ||
| "process_name": "ApplyScalarConstraintTableProcess", | ||
| "Parameters": { | ||
| "model_part_name": "PorousDomain.AllNodes", | ||
| "variable_name": "WATER_PRESSURE", | ||
| "active": true, | ||
| "is_fixed": true, | ||
| "value": 0.0, | ||
| "table": 0 | ||
| } | ||
| }], | ||
| "loads_process_list": [{ | ||
| "python_module": "apply_normal_load_table_process", | ||
| "kratos_module": "KratosMultiphysics.GeoMechanicsApplication", | ||
| "process_name": "ApplyNormalLoadTableProcess", | ||
| "Parameters": { | ||
| "model_part_name": "PorousDomain.LoadedSide", | ||
| "fluid_pressure_type": "Uniform", | ||
| "variable_name": "NORMAL_CONTACT_STRESS", | ||
| "active": [true,false], | ||
| "value": [0.0,0.0], | ||
| "table": [2,0] | ||
| } | ||
| },{ | ||
| "python_module": "apply_normal_load_table_process", | ||
| "kratos_module": "KratosMultiphysics.GeoMechanicsApplication", | ||
| "process_name": "ApplyNormalLoadTableProcess", | ||
| "Parameters": { | ||
| "model_part_name": "PorousDomain.LoadedSide", | ||
| "fluid_pressure_type": "Uniform", | ||
| "variable_name": "TANGENTIAL_CONTACT_STRESS", | ||
| "active": [false,true], | ||
| "value": [0.0,0.0], | ||
| "table": [0,1] | ||
| } | ||
| }] | ||
| } | ||
| } |
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