//vi: set sw=2 ts=2 sts=2:
{
	name: "iga",
	label: "TO",
	version: [ 0, 0, 0, 1],
	material_definitions: 
	{
		Al: {
			mass_density: 2.7e-9,
			linear_elastic:
			{
				youngs_modulus: 10.0e6,
				poissons_ratio: 0.33
			},
		},
	},
	function_definitions: 
	{
		constant_1: {
			constant: {
				value: 1,
				lifetime: {
					birth: 0,
					death: 1,
					tol: 1e-5
				}
			}
		},
	},
	interval_definitions: 
	{
		every_step: {
			start_time: 0.0,
			stop_time: 1.0,
		},
		output: {
			start_time: 0.0,
			stop_time: 10.0,
			time_increment: 1
		}
	},
	frm_model_definitions: 
	{
		flex_1: {
			database_name: "TOExample",
			database_type: "flex",
			sets: {
				TO: {
					material: "Al",
					material_model: "linear_elastic",
					options: {
					         external_stiffness_scaling: 1e-9,
					         external_mass_scaling: 1e-9
				        }
				},
			},
		},
	},
	problem_control: {
		active_problems: [ "apply_load" ]
	},
	problem_definitions: 
	{
		apply_load: {
			name: "solid_mechanics_problem",
			frm_model: "flex_1",
			interval: "every_step",
			solution_strategy:
			{
				time_stepping:
				{
					implicit_statics:
					{
						linear_solver: "direct_lu"
					},
				},
				linear_equation_solver_definitions: 
				{
					direct_lu: {
						name: "petsc_linear_equation_solver",
						solution_method: "superlu"
					}
				}
			},
			boundary_condition_definitions:
			{
				hold: {
					type: "fixed",
					variable: "displacement",
					components: [ "x","y","z" ],
					function: "constant_1",
					set: "hold",
					magnitude: 0.0,
					penalty: 1e10,
				}
				
			},
			load_condition_definitions: {
					load_surf: {
					type: "uniform",
					force: { 
						"magnitude": [ 0, -200, 0 ] 
						},
					function: "constant_1",
					set: "Press"
				}
			},
			output_definitions: 
			{
				displacement_field_output: {
					name: "field_output",
					database_name: "TOExample",
					database_type: "pvd",
					output_interval: "output",
					field_variable: "displacement",
					sets: [ "TO" ]
				},
			},
		}
	}
}