コード例 #1
0
ファイル: test_helper.py プロジェクト: KlausBSautter/Kratos
def get_stages(project_path, n_stages):
    """
    Gets all construction stages

    :param project_path:
    :param n_stages:
    :return:
    """

    parameter_file_names = [
        os.path.join(project_path,
                     'ProjectParameters_stage' + str(i + 1) + '.json')
        for i in range(n_stages)
    ]

    # set stage parameters
    parameters_stages = [None] * n_stages
    os.chdir(project_path)
    for idx, parameter_file_name in enumerate(parameter_file_names):
        with open(parameter_file_name, 'r') as parameter_file:
            parameters_stages[idx] = Kratos.Parameters(parameter_file.read())

    model = Kratos.Model()
    stages = [
        analysis.GeoMechanicsAnalysis(model, stage_parameters)
        for stage_parameters in parameters_stages
    ]

    return stages
コード例 #2
0
ファイル: test_helper.py プロジェクト: KlausBSautter/Kratos
def run_kratos(file_path):
    """
    Runs 1 stage in kratos
    :param file_path:
    :return:
    """

    parameter_file_name = os.path.join(file_path, 'ProjectParameters.json')
    os.chdir(file_path)

    with open(parameter_file_name, 'r') as parameter_file:
        parameters = Kratos.Parameters(parameter_file.read())

    model = Kratos.Model()
    simulation = analysis.GeoMechanicsAnalysis(model, parameters)
    simulation.Run()
    return simulation
コード例 #3
0
    def test_benchmark1_4(self):
        """
        test 1D consolidation on elastic soil.

        :return:
        """
        from analytical_solutions import calculate_1D_consolidation

        # define number of stages
        n_stages = 11

        # get the parameter file names for all stages
        test_name = '1D-Consolidation_all_stages'
        file_path = test_helper.get_file_path(os.path.join('.', test_name))
        parameter_file_names = [
            os.path.join(file_path,
                         'ProjectParameters_stage' + str(i + 1) + '.json')
            for i in range(n_stages)
        ]

        # set stage parameters
        parameters_stages = [None] * n_stages
        os.chdir(file_path)
        for idx, parameter_file_name in enumerate(parameter_file_names):
            with open(parameter_file_name, 'r') as parameter_file:
                parameters_stages[idx] = Kratos.Parameters(
                    parameter_file.read())

        model = Kratos.Model()
        stages = [
            analysis.GeoMechanicsAnalysis(model, stage_parameters)
            for stage_parameters in parameters_stages
        ]

        # run stages and get water pressure results per stage
        stage_water_pressure = [None] * n_stages
        for idx, stage in enumerate(stages):
            stage.Run()
            stage_water_pressure[idx] = test_helper.get_water_pressure(stage)

        # get y coords of all the nodes
        coords = test_helper.get_nodal_coordinates(stages[0])
        y_coords = [coord[1] + 1 for coord in coords]

        # calculate analytical solution for all stages and calculate the error
        sample_height = 1
        t_vs = [0.01, 0.02, 0.05, 0.1, 0.2, 0.5, 1.0, 2.0, 5.0, 10.0]
        rmse_stages = [None] * (n_stages - 1)
        for idx, t_v in enumerate(t_vs):
            rel_p_stages = [
                calculate_1D_consolidation(y_coord, sample_height, t_v) * -1
                for y_coord in y_coords
            ]
            errors_stage = [
                stage_water_pressure[idx + 1][node_idx] - rel_p
                for node_idx, rel_p in enumerate(rel_p_stages)
            ]
            rmse_stages[idx] = (sum([error**2 for error in errors_stage]) /
                                len(errors_stage))**0.5

        # assert if average error in all stages is below 1 percent
        accuracy = 0.01
        for rmse_stage in rmse_stages:
            self.assertLess(rmse_stage, accuracy)