Index _ | A | B | C | D | E | F | G | H | I | J | L | M | N | P | Q | R | S | T | U | V | W _ _BeamEndRelease (class in compas_fea2.model) _BoundaryCondition (class in compas_fea2.model) _Constraint (class in compas_fea2.model) _Element (class in compas_fea2.model) _Element3D (class in compas_fea2.model) _Group (class in compas_fea2.model) _InitialCondition (class in compas_fea2.model) _Material (class in compas_fea2.model) _MultiPointConstraint (class in compas_fea2.model) _Perturbation (class in compas_fea2.problem) _PrescribedField (class in compas_fea2.problem) _Section (class in compas_fea2.model) A add_area_load() (compas_fea2.problem.DirectCyclicStep method) (compas_fea2.problem.DynamicStep method) (compas_fea2.problem.GeneralStep method) (compas_fea2.problem.QuasiStaticStep method) (compas_fea2.problem.StaticStep method) add_bcs() (compas_fea2.model.Model method) add_beam_release() (compas_fea2.model.Part method) add_clampXX_bc() (compas_fea2.model.Model method) add_clampYY_bc() (compas_fea2.model.Model method) add_clampZZ_bc() (compas_fea2.model.Model method) add_connector() (compas_fea2.model.Model method) add_connectors() (compas_fea2.model.Model method) add_element() (compas_fea2.model.ElementsGroup method) (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) add_elements() (compas_fea2.model.ElementsGroup method) (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) add_elements_ics() (compas_fea2.model.Model method) add_face() (compas_fea2.model.FacesGroup method) add_faces() (compas_fea2.model.FacesGroup method) add_fix_bc() (compas_fea2.model.Model method) add_gravity_load() (compas_fea2.problem.DirectCyclicStep method) (compas_fea2.problem.DynamicStep method) (compas_fea2.problem.GeneralStep method) (compas_fea2.problem.QuasiStaticStep method) (compas_fea2.problem.StaticStep method) add_group() (compas_fea2.model.Model method) (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) add_groups() (compas_fea2.model.Model method) (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) add_harmonic_point_load() (compas_fea2.problem.DynamicStep method) add_harmonic_preassure_load() (compas_fea2.problem.DynamicStep method) add_interface() (compas_fea2.model.Model method) add_interfaces() (compas_fea2.model.Model method) add_line_load() (compas_fea2.problem.DirectCyclicStep method) (compas_fea2.problem.DynamicStep method) (compas_fea2.problem.GeneralStep method) (compas_fea2.problem.QuasiStaticStep method) (compas_fea2.problem.StaticStep method) add_linear_perturbation_step() (compas_fea2.problem.Problem method) add_load_field() (compas_fea2.problem.DirectCyclicStep method) (compas_fea2.problem.DynamicStep method) (compas_fea2.problem.GeneralStep method) (compas_fea2.problem.QuasiStaticStep method) (compas_fea2.problem.StaticStep method) add_load_fields() (compas_fea2.problem.DirectCyclicStep method) (compas_fea2.problem.DynamicStep method) (compas_fea2.problem.GeneralStep method) (compas_fea2.problem.QuasiStaticStep method) (compas_fea2.problem.StaticStep method) add_material() (compas_fea2.model.Model method) (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) add_materials() (compas_fea2.model.Model method) (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) add_member() (compas_fea2.model._Group method) (compas_fea2.model.ElementsGroup method) (compas_fea2.model.FacesGroup method) (compas_fea2.model.NodesGroup method) (compas_fea2.model.PartsGroup method) add_members() (compas_fea2.model._Group method) (compas_fea2.model.ElementsGroup method) (compas_fea2.model.FacesGroup method) (compas_fea2.model.NodesGroup method) (compas_fea2.model.PartsGroup method) add_new_part() (compas_fea2.model.Model method) add_node() (compas_fea2.model.NodesGroup method) (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) add_nodes() (compas_fea2.model.NodesGroup method) (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) add_nodes_ics() (compas_fea2.model.Model method) add_output() (compas_fea2.problem._Perturbation method) (compas_fea2.problem.BucklingAnalysis method) (compas_fea2.problem.ComplexEigenValue method) (compas_fea2.problem.DirectCyclicStep method) (compas_fea2.problem.DynamicStep method) (compas_fea2.problem.GeneralStep method) (compas_fea2.problem.LinearStaticPerturbation method) (compas_fea2.problem.ModalAnalysis method) (compas_fea2.problem.QuasiStaticStep method) (compas_fea2.problem.StaticStep method) (compas_fea2.problem.Step method) add_outputs() (compas_fea2.problem._Perturbation method) (compas_fea2.problem.BucklingAnalysis method) (compas_fea2.problem.ComplexEigenValue method) (compas_fea2.problem.DirectCyclicStep method) (compas_fea2.problem.DynamicStep method) (compas_fea2.problem.GeneralStep method) (compas_fea2.problem.LinearStaticPerturbation method) (compas_fea2.problem.ModalAnalysis method) (compas_fea2.problem.QuasiStaticStep method) (compas_fea2.problem.StaticStep method) (compas_fea2.problem.Step method) add_part() (compas_fea2.model.Model method) (compas_fea2.model.PartsGroup method) add_parts() (compas_fea2.model.Model method) (compas_fea2.model.PartsGroup method) add_parts_group() (compas_fea2.model.Model method) add_parts_groups() (compas_fea2.model.Model method) add_pin_bc() (compas_fea2.model.Model method) add_prestress_load() (compas_fea2.problem.DirectCyclicStep method) (compas_fea2.problem.DynamicStep method) (compas_fea2.problem.GeneralStep method) (compas_fea2.problem.QuasiStaticStep method) (compas_fea2.problem.StaticStep method) add_problem() (compas_fea2.model.Model method) add_problems() (compas_fea2.model.Model method) add_rollerX_bc() (compas_fea2.model.Model method) add_rollerXY_bc() (compas_fea2.model.Model method) add_rollerXZ_bc() (compas_fea2.model.Model method) add_rollerY_bc() (compas_fea2.model.Model method) add_rollerYZ_bc() (compas_fea2.model.Model method) add_rollerZ_bc() (compas_fea2.model.Model method) add_section() (compas_fea2.model.Model method) (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) add_sections() (compas_fea2.model.Model method) (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) add_static_step() (compas_fea2.problem.Problem method) add_step() (compas_fea2.problem.Problem method) add_steps() (compas_fea2.problem.Problem method) add_temperature_field() (compas_fea2.problem.DirectCyclicStep method) (compas_fea2.problem.DynamicStep method) (compas_fea2.problem.GeneralStep method) (compas_fea2.problem.QuasiStaticStep method) (compas_fea2.problem.StaticStep method) add_uniform_displacement_field() (compas_fea2.problem.DirectCyclicStep method) (compas_fea2.problem.DynamicStep method) (compas_fea2.problem.GeneralStep method) (compas_fea2.problem.QuasiStaticStep method) (compas_fea2.problem.StaticStep method) add_uniform_node_load() (compas_fea2.problem.DirectCyclicStep method) (compas_fea2.problem.DynamicStep method) (compas_fea2.problem.GeneralStep method) (compas_fea2.problem.QuasiStaticStep method) (compas_fea2.problem.StaticStep method) add_uniform_point_load() (compas_fea2.problem.DirectCyclicStep method) (compas_fea2.problem.DynamicStep method) (compas_fea2.problem.GeneralStep method) (compas_fea2.problem.QuasiStaticStep method) (compas_fea2.problem.StaticStep method) analyse() (compas_fea2.model.Model method) (compas_fea2.problem.Problem method) analyse_and_extract() (compas_fea2.model.Model method) (compas_fea2.problem.Problem method) analyse_and_store() (compas_fea2.model.Model method) analyze() (compas_fea2.model.Model method) (compas_fea2.problem.Problem method) AngleSection (class in compas_fea2.model) array_parts() (compas_fea2.model.Model method) assign_keys() (compas_fea2.model.Model method) average_stress_at_nodes() (compas_fea2.results.StressFieldResults method) average_stress_tensor_at_nodes() (compas_fea2.results.StressFieldResults method) B BeamElement (class in compas_fea2.model) BeamEndPinRelease (class in compas_fea2.model) BeamEndSliderRelease (class in compas_fea2.model) BeamMPC (class in compas_fea2.model) BeamSection (class in compas_fea2.model) BoxSection (class in compas_fea2.model) bresler_pister() (compas_fea2.results.MembraneStressResult method) (compas_fea2.results.SolidStressResult method) (compas_fea2.results.StressResult method) BucklingAnalysis (class in compas_fea2.problem) C C20_25() (compas_fea2.model.Concrete class method) check() (compas_fea2.model.Model method) CircularSection (class in compas_fea2.model) ClampBCXX (class in compas_fea2.model) ClampBCYY (class in compas_fea2.model) ClampBCZZ (class in compas_fea2.model) clear() (compas_fea2.model._Group method) (compas_fea2.model.ElementsGroup method) (compas_fea2.model.FacesGroup method) (compas_fea2.model.NodesGroup method) (compas_fea2.model.PartsGroup method) ComplexEigenValue (class in compas_fea2.problem) component_scalar() (compas_fea2.results.DisplacementFieldResults method) (compas_fea2.results.ReactionFieldResults method) (compas_fea2.results.StressFieldResults method) components_vectors() (compas_fea2.results.DisplacementFieldResults method) (compas_fea2.results.ReactionFieldResults method) components_vectors_rotation() (compas_fea2.results.DisplacementFieldResults method) (compas_fea2.results.ReactionFieldResults method) compute_mohr_circle_2d() (compas_fea2.results.MembraneStressResult method) (compas_fea2.results.SolidStressResult method) (compas_fea2.results.StressResult method) compute_mohr_circles_3d() (compas_fea2.results.MembraneStressResult method) (compas_fea2.results.SolidStressResult method) (compas_fea2.results.StressResult method) compute_neutral_axis() (compas_fea2.model.AngleSection method) (compas_fea2.model.BeamSection method) (compas_fea2.model.BoxSection method) (compas_fea2.model.CircularSection method) (compas_fea2.model.HexSection method) (compas_fea2.model.ISection method) (compas_fea2.model.PipeSection method) (compas_fea2.model.RectangularSection method) (compas_fea2.model.StrutSection method) (compas_fea2.model.TieSection method) (compas_fea2.model.TrapezoidalSection method) (compas_fea2.model.TrussSection method) compute_nodal_masses() (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) compute_resultant() (compas_fea2.results.DisplacementFieldResults method) (compas_fea2.results.ReactionFieldResults method) compute_stress() (compas_fea2.model.AngleSection method) (compas_fea2.model.BeamSection method) (compas_fea2.model.BoxSection method) (compas_fea2.model.CircularSection method) (compas_fea2.model.HexSection method) (compas_fea2.model.ISection method) (compas_fea2.model.PipeSection method) (compas_fea2.model.RectangularSection method) (compas_fea2.model.StrutSection method) (compas_fea2.model.TieSection method) (compas_fea2.model.TrapezoidalSection method) (compas_fea2.model.TrussSection method) compute_stress_distribution() (compas_fea2.model.AngleSection method) (compas_fea2.model.BeamSection method) (compas_fea2.model.BoxSection method) (compas_fea2.model.CircularSection method) (compas_fea2.model.HexSection method) (compas_fea2.model.ISection method) (compas_fea2.model.PipeSection method) (compas_fea2.model.RectangularSection method) (compas_fea2.model.StrutSection method) (compas_fea2.model.TieSection method) (compas_fea2.model.TrapezoidalSection method) (compas_fea2.model.TrussSection method) Concrete (class in compas_fea2.model) ConcreteDamagedPlasticity (class in compas_fea2.model) ConcreteSmearedCrack (class in compas_fea2.model) contains_element() (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) contains_material() (compas_fea2.model.Model method) (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) contains_node() (compas_fea2.model.Model method) (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) contains_part() (compas_fea2.model.Model method) contains_section() (compas_fea2.model.Model method) (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) copy() (compas_fea2.job.InputFile method) (compas_fea2.job.ParametersFile method) (compas_fea2.model._BeamEndRelease method) (compas_fea2.model._BoundaryCondition method) (compas_fea2.model._Constraint method) (compas_fea2.model._Element method) (compas_fea2.model._Element3D method) (compas_fea2.model._Group method) (compas_fea2.model._InitialCondition method) (compas_fea2.model._Material method) (compas_fea2.model._MultiPointConstraint method) (compas_fea2.model._Section method) (compas_fea2.model.AngleSection method) (compas_fea2.model.BeamElement method) (compas_fea2.model.BeamEndPinRelease method) (compas_fea2.model.BeamEndSliderRelease method) (compas_fea2.model.BeamMPC method) (compas_fea2.model.BeamSection method) (compas_fea2.model.BoxSection method) (compas_fea2.model.CircularSection method) (compas_fea2.model.ClampBCXX method) (compas_fea2.model.ClampBCYY method) (compas_fea2.model.ClampBCZZ method) (compas_fea2.model.Concrete method) (compas_fea2.model.ConcreteDamagedPlasticity method) (compas_fea2.model.ConcreteSmearedCrack method) (compas_fea2.model.ElasticIsotropic method) (compas_fea2.model.ElasticOrthotropic method) (compas_fea2.model.ElasticPlastic method) (compas_fea2.model.ElementsGroup method) (compas_fea2.model.FacesGroup method) (compas_fea2.model.FixedBC method) (compas_fea2.model.GeneralBC method) (compas_fea2.model.HexahedronElement method) (compas_fea2.model.HexSection method) (compas_fea2.model.InitialStressField method) (compas_fea2.model.InitialTemperatureField method) (compas_fea2.model.ISection method) (compas_fea2.model.MassElement method) (compas_fea2.model.MassSection method) (compas_fea2.model.MembraneElement method) (compas_fea2.model.MembraneSection method) (compas_fea2.model.Model method) (compas_fea2.model.Node method) (compas_fea2.model.NodesGroup method) (compas_fea2.model.Part method) (compas_fea2.model.PartsGroup method) (compas_fea2.model.PinnedBC method) (compas_fea2.model.PipeSection method) (compas_fea2.model.RectangularSection method) (compas_fea2.model.RigidPart method) (compas_fea2.model.RollerBCX method) (compas_fea2.model.RollerBCXY method) (compas_fea2.model.RollerBCXZ method) (compas_fea2.model.RollerBCY method) (compas_fea2.model.RollerBCYZ method) (compas_fea2.model.RollerBCZ method) (compas_fea2.model.ShellElement method) (compas_fea2.model.ShellSection method) (compas_fea2.model.SolidSection method) (compas_fea2.model.SpringElement method) (compas_fea2.model.SpringSection method) (compas_fea2.model.Steel method) (compas_fea2.model.Stiff method) (compas_fea2.model.StrutElement method) (compas_fea2.model.StrutSection method) (compas_fea2.model.TetrahedronElement method) (compas_fea2.model.TieConstraint method) (compas_fea2.model.TieElement method) (compas_fea2.model.TieMPC method) (compas_fea2.model.TieSection method) (compas_fea2.model.Timber method) (compas_fea2.model.TrapezoidalSection method) (compas_fea2.model.TrussElement method) (compas_fea2.model.TrussSection method) (compas_fea2.model.UserMaterial method) (compas_fea2.problem._Perturbation method) (compas_fea2.problem._PrescribedField method) (compas_fea2.problem.BucklingAnalysis method) (compas_fea2.problem.ComplexEigenValue method) (compas_fea2.problem.DirectCyclicStep method) (compas_fea2.problem.DynamicStep method) (compas_fea2.problem.GeneralDisplacement method) (compas_fea2.problem.GeneralStep method) (compas_fea2.problem.GravityLoad method) (compas_fea2.problem.HarmonicPointLoad method) (compas_fea2.problem.HarmonicPressureLoad method) (compas_fea2.problem.LinearStaticPerturbation method) (compas_fea2.problem.Load method) (compas_fea2.problem.LoadCombination method) (compas_fea2.problem.ModalAnalysis method) (compas_fea2.problem.PrescribedTemperatureField method) (compas_fea2.problem.PrestressLoad method) (compas_fea2.problem.Problem method) (compas_fea2.problem.QuasiStaticStep method) (compas_fea2.problem.StaticStep method) (compas_fea2.problem.Step method) (compas_fea2.problem.ThermalLoad method) (compas_fea2.problem.TributaryLoad method) (compas_fea2.results.DisplacementFieldResults method) (compas_fea2.results.DisplacementResult method) (compas_fea2.results.MembraneStressResult method) (compas_fea2.results.ReactionFieldResults method) (compas_fea2.results.Result method) (compas_fea2.results.ShellStressResult method) (compas_fea2.results.SolidStressResult method) (compas_fea2.results.StressFieldResults method) (compas_fea2.results.StressResult method) copy_part() (compas_fea2.model.Model method) D define_steps_order() (compas_fea2.problem.Problem method) deserialize() (compas_fea2.model._Group class method) (compas_fea2.model.ElementsGroup class method) (compas_fea2.model.FacesGroup class method) (compas_fea2.model.NodesGroup class method) (compas_fea2.model.PartsGroup class method) difference() (compas_fea2.model._Group method) (compas_fea2.model.ElementsGroup method) (compas_fea2.model.FacesGroup method) (compas_fea2.model.NodesGroup method) (compas_fea2.model.PartsGroup method) DirectCyclicStep (class in compas_fea2.problem) displacement() (compas_fea2.model.Node method) DisplacementFieldResults (class in compas_fea2.results) DisplacementResult (class in compas_fea2.results) draw_mohr_circle_2d() (compas_fea2.results.MembraneStressResult method) (compas_fea2.results.SolidStressResult method) (compas_fea2.results.StressResult method) draw_mohr_circles_3d() (compas_fea2.results.MembraneStressResult method) (compas_fea2.results.SolidStressResult method) (compas_fea2.results.StressResult method) drucker_prager() (compas_fea2.results.MembraneStressResult method) (compas_fea2.results.SolidStressResult method) (compas_fea2.results.StressResult method) DynamicStep (class in compas_fea2.problem) E ElasticIsotropic (class in compas_fea2.model) ElasticOrthotropic (class in compas_fea2.model) ElasticPlastic (class in compas_fea2.model) elements_by_dimension() (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) ElementsGroup (class in compas_fea2.model) extract_clustered_planes() (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) extract_interfaces() (compas_fea2.model.Model method) extract_results() (compas_fea2.problem.Problem method) extract_submeshes() (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) F FacesGroup (class in compas_fea2.model) filter_by_component() (compas_fea2.results.DisplacementFieldResults method) (compas_fea2.results.ReactionFieldResults method) (compas_fea2.results.StressFieldResults method) find_boudary_faces() (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) find_boundary_meshes() (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) find_closest_nodes_to_node() (compas_fea2.model.Model method) (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) find_closest_nodes_to_point() (compas_fea2.model.Model method) (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) find_element_by_key() (compas_fea2.model.Model method) (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) find_element_by_name() (compas_fea2.model.Model method) (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) find_faces_in_polygon() (compas_fea2.model.Model method) (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) find_faces_on_plane() (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) find_group_by_name() (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) find_material_by_inputkey() (compas_fea2.model.Model method) find_material_by_key() (compas_fea2.model.Model method) find_material_by_name() (compas_fea2.model.Model method) (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) find_material_by_uid() (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) find_materials_by_attribute() (compas_fea2.model.Model method) find_materials_by_name() (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) find_node_by_key() (compas_fea2.model.Model method) (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) find_node_by_name() (compas_fea2.model.Model method) (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) find_node_by_uid() (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) find_nodes_in_polygon() (compas_fea2.model.Model method) (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) find_nodes_on_plane() (compas_fea2.model.Model method) (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) find_part_by_name() (compas_fea2.model.Model method) find_problem_by_name() (compas_fea2.model.Model method) find_section_by_inputkey() (compas_fea2.model.Model method) find_section_by_key() (compas_fea2.model.Model method) find_section_by_name() (compas_fea2.model.Model method) (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) find_section_by_uid() (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) find_sections_by_attribute() (compas_fea2.model.Model method) find_sections_by_name() (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) find_step_by_name() (compas_fea2.problem.Problem method) Fire() (compas_fea2.problem.LoadCombination class method) FixedBC (class in compas_fea2.model) forces() (compas_fea2.model.BeamElement method) (compas_fea2.model.StrutElement method) (compas_fea2.model.TieElement method) (compas_fea2.model.TrussElement method) frame_from_compas_mesh() (compas_fea2.model.Part class method) from_boundary_mesh() (compas_fea2.model.Part class method) (compas_fea2.model.RigidPart class method) from_brep() (compas_fea2.model.Part class method) (compas_fea2.model.RigidPart class method) from_cfm() 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(compas_fea2.model.TieSection class method) (compas_fea2.model.Timber class method) (compas_fea2.model.TrapezoidalSection class method) (compas_fea2.model.TrussElement class method) (compas_fea2.model.TrussSection class method) (compas_fea2.model.UserMaterial class method) (compas_fea2.problem._Perturbation class method) (compas_fea2.problem._PrescribedField class method) (compas_fea2.problem.BucklingAnalysis class method) (compas_fea2.problem.ComplexEigenValue class method) (compas_fea2.problem.DirectCyclicStep class method) (compas_fea2.problem.DynamicStep class method) (compas_fea2.problem.GeneralDisplacement class method) (compas_fea2.problem.GeneralStep class method) (compas_fea2.problem.GravityLoad class method) (compas_fea2.problem.HarmonicPointLoad class method) (compas_fea2.problem.HarmonicPressureLoad class method) (compas_fea2.problem.LinearStaticPerturbation class method) (compas_fea2.problem.Load class method) (compas_fea2.problem.LoadCombination class method) (compas_fea2.problem.ModalAnalysis class method) (compas_fea2.problem.PrescribedTemperatureField class method) (compas_fea2.problem.PrestressLoad class method) (compas_fea2.problem.Problem class method) (compas_fea2.problem.QuasiStaticStep class method) (compas_fea2.problem.StaticStep class method) (compas_fea2.problem.Step class method) (compas_fea2.problem.ThermalLoad class method) (compas_fea2.problem.TributaryLoad class method) (compas_fea2.results.DisplacementFieldResults class method) (compas_fea2.results.DisplacementResult class method) (compas_fea2.results.MembraneStressResult class method) (compas_fea2.results.ReactionFieldResults class method) (compas_fea2.results.Result class method) (compas_fea2.results.ShellStressResult class method) (compas_fea2.results.SolidStressResult class method) (compas_fea2.results.StressFieldResults class method) (compas_fea2.results.StressResult class method) from_polyhedron() (compas_fea2.model._Element3D class method) (compas_fea2.model.HexahedronElement class method) (compas_fea2.model.TetrahedronElement class method) from_shape() (compas_fea2.model.AngleSection class method) (compas_fea2.model.BeamSection class method) (compas_fea2.model.BoxSection class method) (compas_fea2.model.CircularSection class method) (compas_fea2.model.HexSection class method) (compas_fea2.model.ISection class method) (compas_fea2.model.PipeSection class method) (compas_fea2.model.RectangularSection class method) (compas_fea2.model.StrutSection class method) (compas_fea2.model.TieSection class method) (compas_fea2.model.TrapezoidalSection class method) (compas_fea2.model.TrussSection class method) from_step_file() (compas_fea2.model.Part class method) (compas_fea2.model.RigidPart class method) from_template() (compas_fea2.model.Model class method) G GeneralBC (class in compas_fea2.model) GeneralDisplacement (class in compas_fea2.problem) GeneralStep (class in compas_fea2.problem) generate_html_report() (compas_fea2.results.MembraneStressResult method) (compas_fea2.results.ShellStressResult method) (compas_fea2.results.SolidStressResult method) (compas_fea2.results.StressResult method) get_average_displacement_at_point() (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) get_component_value() (compas_fea2.results.StressFieldResults method) get_displacement_at_nodes_sql() (compas_fea2.model.Model method) get_displacement_at_point_sql() (compas_fea2.model.Model method) get_displacements_sql() (compas_fea2.model.Model method) get_invariant_value() (compas_fea2.results.StressFieldResults method) get_limits_component() (compas_fea2.results.DisplacementFieldResults method) (compas_fea2.results.ReactionFieldResults method) (compas_fea2.results.StressFieldResults method) get_max_displacement() (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) get_max_displacement_sql() (compas_fea2.model.Model method) get_max_result() (compas_fea2.results.DisplacementFieldResults method) (compas_fea2.results.ReactionFieldResults method) (compas_fea2.results.StressFieldResults method) get_min_displacement() (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) get_min_displacement_sql() (compas_fea2.model.Model method) get_min_max_reactions() (compas_fea2.problem.DirectCyclicStep method) (compas_fea2.problem.DynamicStep method) (compas_fea2.problem.GeneralStep method) (compas_fea2.problem.QuasiStaticStep method) (compas_fea2.problem.StaticStep method) get_min_max_reactions_component() (compas_fea2.problem.DirectCyclicStep method) (compas_fea2.problem.DynamicStep method) (compas_fea2.problem.GeneralStep method) (compas_fea2.problem.QuasiStaticStep method) (compas_fea2.problem.StaticStep method) get_min_result() (compas_fea2.results.DisplacementFieldResults method) (compas_fea2.results.ReactionFieldResults method) (compas_fea2.results.StressFieldResults method) get_reaction_forces_sql() (compas_fea2.model.Model method) get_reaction_moments_sql() (compas_fea2.model.Model method) get_result_at() (compas_fea2.results.DisplacementFieldResults method) (compas_fea2.results.ReactionFieldResults method) (compas_fea2.results.StressFieldResults method) get_total_reaction() (compas_fea2.problem.DirectCyclicStep method) (compas_fea2.problem.DynamicStep method) (compas_fea2.problem.GeneralStep method) (compas_fea2.problem.QuasiStaticStep method) (compas_fea2.problem.StaticStep method) global_stresses() (compas_fea2.results.StressFieldResults method) GravityLoad (class in compas_fea2.problem) griffith() (compas_fea2.results.MembraneStressResult method) (compas_fea2.results.SolidStressResult method) (compas_fea2.results.StressResult method) group_by() (compas_fea2.model._Group method) (compas_fea2.model.ElementsGroup method) (compas_fea2.model.FacesGroup method) (compas_fea2.model.NodesGroup method) (compas_fea2.model.PartsGroup method) group_parts_where() (compas_fea2.model.Model method) H HarmonicPointLoad (class in compas_fea2.problem) HarmonicPressureLoad (class in compas_fea2.problem) HEA100() (compas_fea2.model.ISection class method) HEA1000() (compas_fea2.model.ISection class method) HEA120() (compas_fea2.model.ISection class method) HEA140() (compas_fea2.model.ISection class method) HEA160() (compas_fea2.model.ISection class method) HEA180() (compas_fea2.model.ISection class method) HEA200() (compas_fea2.model.ISection class method) HEA220() (compas_fea2.model.ISection class method) HEA240() (compas_fea2.model.ISection class method) HEA260() (compas_fea2.model.ISection class method) HEA280() (compas_fea2.model.ISection class method) HEA300() (compas_fea2.model.ISection class method) HEA320() (compas_fea2.model.ISection class method) HEA340() (compas_fea2.model.ISection class method) HEA360() (compas_fea2.model.ISection class method) HEA400() (compas_fea2.model.ISection class method) HEA450() (compas_fea2.model.ISection class method) HEA500() (compas_fea2.model.ISection class method) HEA550() (compas_fea2.model.ISection class method) HEA600() (compas_fea2.model.ISection class method) HEA650() (compas_fea2.model.ISection class method) HEA700() (compas_fea2.model.ISection class method) HEA800() (compas_fea2.model.ISection class method) HEA900() (compas_fea2.model.ISection class method) HEB100() (compas_fea2.model.ISection class method) HEB1000() (compas_fea2.model.ISection class method) HEB120() (compas_fea2.model.ISection class method) HEB140() (compas_fea2.model.ISection class method) HEB160() (compas_fea2.model.ISection class method) HEB180() (compas_fea2.model.ISection class method) HEB200() (compas_fea2.model.ISection class method) HEB220() (compas_fea2.model.ISection class method) HEB240() (compas_fea2.model.ISection class method) HEB260() (compas_fea2.model.ISection class method) HEB280() (compas_fea2.model.ISection class method) HEB300() (compas_fea2.model.ISection class method) HEB320() (compas_fea2.model.ISection class method) HEB340() (compas_fea2.model.ISection class method) HEB360() (compas_fea2.model.ISection class method) HEB400() (compas_fea2.model.ISection class method) HEB450() (compas_fea2.model.ISection class method) HEB500() (compas_fea2.model.ISection class method) HEB550() (compas_fea2.model.ISection class method) HEB600() (compas_fea2.model.ISection class method) HEB650() (compas_fea2.model.ISection class method) HEB700() (compas_fea2.model.ISection class method) HEB800() (compas_fea2.model.ISection class method) HEB900() (compas_fea2.model.ISection class method) HEM100() (compas_fea2.model.ISection class method) HEM1000() (compas_fea2.model.ISection class method) HEM120() (compas_fea2.model.ISection class method) HEM140() (compas_fea2.model.ISection class method) HEM160() (compas_fea2.model.ISection class method) HEM180() (compas_fea2.model.ISection class method) HEM200() (compas_fea2.model.ISection class method) HEM220() (compas_fea2.model.ISection class method) HEM240() (compas_fea2.model.ISection class method) HEM260() (compas_fea2.model.ISection class method) HEM280() (compas_fea2.model.ISection class method) HEM300() (compas_fea2.model.ISection class method) HEM320() (compas_fea2.model.ISection class method) HEM340() (compas_fea2.model.ISection class method) HEM360() (compas_fea2.model.ISection class method) HEM400() (compas_fea2.model.ISection class method) HEM450() (compas_fea2.model.ISection class method) HEM500() (compas_fea2.model.ISection class method) HEM550() (compas_fea2.model.ISection class method) HEM600() (compas_fea2.model.ISection class method) HEM650() (compas_fea2.model.ISection class method) HEM700() (compas_fea2.model.ISection class method) HEM800() (compas_fea2.model.ISection class method) HEM900() (compas_fea2.model.ISection class method) HexahedronElement (class in compas_fea2.model) HexSection (class in compas_fea2.model) I InitialStressField (class in compas_fea2.model) InitialTemperatureField (class in compas_fea2.model) InputFile (class in compas_fea2.job) intersection() (compas_fea2.model._Group method) (compas_fea2.model.ElementsGroup method) (compas_fea2.model.FacesGroup method) (compas_fea2.model.NodesGroup method) (compas_fea2.model.PartsGroup method) IPE100() (compas_fea2.model.ISection class method) IPE120() (compas_fea2.model.ISection class method) IPE140() (compas_fea2.model.ISection class method) IPE160() (compas_fea2.model.ISection class method) IPE180() (compas_fea2.model.ISection class method) IPE200() (compas_fea2.model.ISection class method) IPE220() (compas_fea2.model.ISection class method) IPE240() (compas_fea2.model.ISection class method) IPE270() (compas_fea2.model.ISection class method) IPE300() (compas_fea2.model.ISection class method) IPE330() (compas_fea2.model.ISection class method) IPE360() (compas_fea2.model.ISection class method) IPE400() (compas_fea2.model.ISection class method) IPE80() (compas_fea2.model.ISection class method) is_element_on_boundary() (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) is_node_on_boundary() (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) is_step_in_problem() (compas_fea2.problem.Problem method) ISection (class in compas_fea2.model) J jobdata() (compas_fea2.job.InputFile method) (compas_fea2.job.ParametersFile method) (compas_fea2.model._BeamEndRelease method) (compas_fea2.model._BoundaryCondition method) (compas_fea2.model._Constraint method) (compas_fea2.model._Element method) (compas_fea2.model._Element3D method) (compas_fea2.model._Group method) (compas_fea2.model._InitialCondition method) (compas_fea2.model._Material method) (compas_fea2.model._MultiPointConstraint method) (compas_fea2.model._Section method) (compas_fea2.model.AngleSection method) (compas_fea2.model.BeamElement method) (compas_fea2.model.BeamEndPinRelease method) (compas_fea2.model.BeamEndSliderRelease method) (compas_fea2.model.BeamMPC method) (compas_fea2.model.BeamSection method) (compas_fea2.model.BoxSection method) (compas_fea2.model.CircularSection method) (compas_fea2.model.ClampBCXX method) (compas_fea2.model.ClampBCYY method) (compas_fea2.model.ClampBCZZ method) (compas_fea2.model.Concrete method) (compas_fea2.model.ConcreteDamagedPlasticity method) (compas_fea2.model.ConcreteSmearedCrack method) (compas_fea2.model.ElasticIsotropic method) (compas_fea2.model.ElasticOrthotropic method) (compas_fea2.model.ElasticPlastic method) (compas_fea2.model.ElementsGroup method) (compas_fea2.model.FacesGroup method) (compas_fea2.model.FixedBC method) (compas_fea2.model.GeneralBC method) (compas_fea2.model.HexahedronElement method) (compas_fea2.model.HexSection method) (compas_fea2.model.InitialStressField method) (compas_fea2.model.InitialTemperatureField method) (compas_fea2.model.ISection method) (compas_fea2.model.MassElement method) (compas_fea2.model.MassSection method) (compas_fea2.model.MembraneElement method) (compas_fea2.model.MembraneSection method) (compas_fea2.model.Model method) (compas_fea2.model.Node method) (compas_fea2.model.NodesGroup method) (compas_fea2.model.Part method) (compas_fea2.model.PartsGroup method) (compas_fea2.model.PinnedBC method) (compas_fea2.model.PipeSection method) (compas_fea2.model.RectangularSection method) (compas_fea2.model.RigidPart method) (compas_fea2.model.RollerBCX method) (compas_fea2.model.RollerBCXY method) (compas_fea2.model.RollerBCXZ method) (compas_fea2.model.RollerBCY method) (compas_fea2.model.RollerBCYZ method) (compas_fea2.model.RollerBCZ method) (compas_fea2.model.ShellElement method) (compas_fea2.model.ShellSection method) (compas_fea2.model.SolidSection method) (compas_fea2.model.SpringElement method) (compas_fea2.model.SpringSection method) (compas_fea2.model.Steel method) (compas_fea2.model.Stiff method) (compas_fea2.model.StrutElement method) (compas_fea2.model.StrutSection method) (compas_fea2.model.TetrahedronElement method) (compas_fea2.model.TieConstraint method) (compas_fea2.model.TieElement method) (compas_fea2.model.TieMPC method) (compas_fea2.model.TieSection method) (compas_fea2.model.Timber method) (compas_fea2.model.TrapezoidalSection method) (compas_fea2.model.TrussElement method) (compas_fea2.model.TrussSection method) (compas_fea2.model.UserMaterial method) (compas_fea2.problem._Perturbation method) (compas_fea2.problem._PrescribedField method) (compas_fea2.problem.BucklingAnalysis method) (compas_fea2.problem.ComplexEigenValue method) (compas_fea2.problem.DirectCyclicStep method) (compas_fea2.problem.DynamicStep method) (compas_fea2.problem.GeneralDisplacement method) (compas_fea2.problem.GeneralStep method) (compas_fea2.problem.GravityLoad method) (compas_fea2.problem.HarmonicPointLoad method) (compas_fea2.problem.HarmonicPressureLoad method) (compas_fea2.problem.LinearStaticPerturbation method) (compas_fea2.problem.Load method) (compas_fea2.problem.LoadCombination method) (compas_fea2.problem.ModalAnalysis method) (compas_fea2.problem.PrescribedTemperatureField method) (compas_fea2.problem.PrestressLoad method) (compas_fea2.problem.Problem method) (compas_fea2.problem.QuasiStaticStep method) (compas_fea2.problem.StaticStep method) (compas_fea2.problem.Step method) (compas_fea2.problem.ThermalLoad method) (compas_fea2.problem.TributaryLoad method) (compas_fea2.results.DisplacementFieldResults method) (compas_fea2.results.DisplacementResult method) (compas_fea2.results.MembraneStressResult method) (compas_fea2.results.ReactionFieldResults method) (compas_fea2.results.Result method) (compas_fea2.results.ShellStressResult method) (compas_fea2.results.SolidStressResult method) (compas_fea2.results.StressFieldResults method) (compas_fea2.results.StressResult method) L lade_duncan() (compas_fea2.results.MembraneStressResult method) (compas_fea2.results.SolidStressResult method) (compas_fea2.results.StressResult method) Lanczos() (compas_fea2.problem.BucklingAnalysis static method) LinearStaticPerturbation (class in compas_fea2.problem) Load (class in compas_fea2.problem) LoadCombination (class in compas_fea2.problem) M MassElement (class in compas_fea2.model) MassSection (class in compas_fea2.model) MembraneElement (class in compas_fea2.model) MembraneSection (class in compas_fea2.model) MembraneStressResult (class in compas_fea2.results) ModalAnalysis (class in compas_fea2.problem) mode_frequency() (compas_fea2.problem.ModalAnalysis method) mode_result() (compas_fea2.problem.ModalAnalysis method) mode_shape() (compas_fea2.problem.ModalAnalysis method) Model (class in compas_fea2.model) modified_mohr() (compas_fea2.results.MembraneStressResult method) (compas_fea2.results.SolidStressResult method) (compas_fea2.results.StressResult method) mohr_coulomb() (compas_fea2.results.MembraneStressResult method) (compas_fea2.results.SolidStressResult method) (compas_fea2.results.StressResult method) moments() (compas_fea2.model.BeamElement method) (compas_fea2.model.StrutElement method) (compas_fea2.model.TieElement method) (compas_fea2.model.TrussElement method) N Node (class in compas_fea2.model) NodesGroup (class in compas_fea2.model) P ParametersFile (class in compas_fea2.job) Part (class in compas_fea2.model) PartsGroup (class in compas_fea2.model) PinnedBC (class in compas_fea2.model) PipeSection (class in compas_fea2.model) plane_results() (compas_fea2.results.ShellStressResult method) plot() (compas_fea2.model.AngleSection method) (compas_fea2.model.BeamSection method) (compas_fea2.model.BoxSection method) (compas_fea2.model.CircularSection method) (compas_fea2.model.HexSection method) (compas_fea2.model.ISection method) (compas_fea2.model.PipeSection method) (compas_fea2.model.RectangularSection method) (compas_fea2.model.StrutSection method) (compas_fea2.model.TieSection method) (compas_fea2.model.TrapezoidalSection method) (compas_fea2.model.TrussSection method) plot_section() (compas_fea2.model.BeamElement method) (compas_fea2.model.StrutElement method) (compas_fea2.model.TieElement method) (compas_fea2.model.TrussElement method) plot_section_with_stress() (compas_fea2.model.AngleSection method) (compas_fea2.model.BeamSection method) (compas_fea2.model.BoxSection method) (compas_fea2.model.CircularSection method) (compas_fea2.model.HexSection method) (compas_fea2.model.ISection method) (compas_fea2.model.PipeSection method) (compas_fea2.model.RectangularSection method) (compas_fea2.model.StrutSection method) (compas_fea2.model.TieSection method) (compas_fea2.model.TrapezoidalSection method) (compas_fea2.model.TrussSection method) plot_stress_distribution() (compas_fea2.model.AngleSection method) (compas_fea2.model.BeamElement method) (compas_fea2.model.BeamSection method) (compas_fea2.model.BoxSection method) (compas_fea2.model.CircularSection method) (compas_fea2.model.HexSection method) (compas_fea2.model.ISection method) (compas_fea2.model.PipeSection method) (compas_fea2.model.RectangularSection method) (compas_fea2.model.StrutElement method) (compas_fea2.model.StrutSection method) (compas_fea2.model.TieElement method) (compas_fea2.model.TieSection method) (compas_fea2.model.TrapezoidalSection method) (compas_fea2.model.TrussElement method) (compas_fea2.model.TrussSection method) plot_stress_strain_curve() (compas_fea2.model.Concrete method) PrescribedTemperatureField (class in compas_fea2.problem) PrestressLoad (class in compas_fea2.problem) principal_components() (compas_fea2.results.StressFieldResults method) Problem (class in compas_fea2.problem) Q QuasiStaticStep (class in compas_fea2.problem) R rankine() (compas_fea2.results.MembraneStressResult method) (compas_fea2.results.SolidStressResult method) (compas_fea2.results.StressResult method) reaction() (compas_fea2.model.Node method) ReactionFieldResults (class in compas_fea2.results) RectangularSection (class in compas_fea2.model) remove_all_bcs() (compas_fea2.model.Model method) remove_bcs() (compas_fea2.model.Model method) remove_element() (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) remove_elements() (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) remove_member() (compas_fea2.model._Group method) (compas_fea2.model.ElementsGroup method) (compas_fea2.model.FacesGroup method) (compas_fea2.model.NodesGroup method) (compas_fea2.model.PartsGroup method) remove_members() (compas_fea2.model._Group method) (compas_fea2.model.ElementsGroup method) (compas_fea2.model.FacesGroup method) (compas_fea2.model.NodesGroup method) (compas_fea2.model.PartsGroup method) remove_node() (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) remove_nodes() (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) restart_analysis() (compas_fea2.model.Model method) (compas_fea2.problem.Problem method) Result (class in compas_fea2.results) RigidPart (class in compas_fea2.model) RollerBCX (class in 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(compas_fea2.job.ParametersFile method) (compas_fea2.model._BeamEndRelease method) (compas_fea2.model._BoundaryCondition method) (compas_fea2.model._Constraint method) (compas_fea2.model._Element method) (compas_fea2.model._Element3D method) (compas_fea2.model._Group method) (compas_fea2.model._InitialCondition method) (compas_fea2.model._Material method) (compas_fea2.model._MultiPointConstraint method) (compas_fea2.model._Section method) (compas_fea2.model.AngleSection method) (compas_fea2.model.BeamElement method) (compas_fea2.model.BeamEndPinRelease method) (compas_fea2.model.BeamEndSliderRelease method) (compas_fea2.model.BeamMPC method) (compas_fea2.model.BeamSection method) (compas_fea2.model.BoxSection method) (compas_fea2.model.CircularSection method) (compas_fea2.model.ClampBCXX method) (compas_fea2.model.ClampBCYY method) (compas_fea2.model.ClampBCZZ method) (compas_fea2.model.Concrete method) (compas_fea2.model.ConcreteDamagedPlasticity method) 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(compas_fea2.problem.QuasiStaticStep method) (compas_fea2.problem.StaticStep method) (compas_fea2.problem.Step method) (compas_fea2.problem.ThermalLoad method) (compas_fea2.problem.TributaryLoad method) (compas_fea2.results.DisplacementFieldResults method) (compas_fea2.results.DisplacementResult method) (compas_fea2.results.MembraneStressResult method) (compas_fea2.results.ReactionFieldResults method) (compas_fea2.results.Result method) (compas_fea2.results.ShellStressResult method) (compas_fea2.results.SolidStressResult method) (compas_fea2.results.StressFieldResults method) (compas_fea2.results.StressResult method) ToString() (compas_fea2.job.InputFile method) (compas_fea2.job.ParametersFile method) (compas_fea2.model._BeamEndRelease method) (compas_fea2.model._BoundaryCondition method) (compas_fea2.model._Constraint method) (compas_fea2.model._Element method) (compas_fea2.model._Element3D method) (compas_fea2.model._Group method) (compas_fea2.model._InitialCondition method) (compas_fea2.model._Material method) (compas_fea2.model._MultiPointConstraint method) (compas_fea2.model._Section method) (compas_fea2.model.AngleSection method) (compas_fea2.model.BeamElement method) (compas_fea2.model.BeamEndPinRelease method) (compas_fea2.model.BeamEndSliderRelease method) (compas_fea2.model.BeamMPC method) (compas_fea2.model.BeamSection method) (compas_fea2.model.BoxSection method) (compas_fea2.model.CircularSection method) (compas_fea2.model.ClampBCXX method) (compas_fea2.model.ClampBCYY method) (compas_fea2.model.ClampBCZZ method) (compas_fea2.model.Concrete method) (compas_fea2.model.ConcreteDamagedPlasticity method) (compas_fea2.model.ConcreteSmearedCrack method) (compas_fea2.model.ElasticIsotropic method) (compas_fea2.model.ElasticOrthotropic method) (compas_fea2.model.ElasticPlastic method) (compas_fea2.model.ElementsGroup method) (compas_fea2.model.FacesGroup method) (compas_fea2.model.FixedBC method) (compas_fea2.model.GeneralBC method) (compas_fea2.model.HexahedronElement method) (compas_fea2.model.HexSection method) (compas_fea2.model.InitialStressField method) (compas_fea2.model.InitialTemperatureField method) (compas_fea2.model.ISection method) (compas_fea2.model.MassElement method) (compas_fea2.model.MassSection method) (compas_fea2.model.MembraneElement method) (compas_fea2.model.MembraneSection method) (compas_fea2.model.Model method) (compas_fea2.model.Node method) (compas_fea2.model.NodesGroup method) (compas_fea2.model.Part method) (compas_fea2.model.PartsGroup method) (compas_fea2.model.PinnedBC method) (compas_fea2.model.PipeSection method) (compas_fea2.model.RectangularSection method) (compas_fea2.model.RigidPart method) (compas_fea2.model.RollerBCX method) (compas_fea2.model.RollerBCXY method) (compas_fea2.model.RollerBCXZ method) (compas_fea2.model.RollerBCY method) (compas_fea2.model.RollerBCYZ method) (compas_fea2.model.RollerBCZ method) (compas_fea2.model.ShellElement method) (compas_fea2.model.ShellSection method) (compas_fea2.model.SolidSection method) (compas_fea2.model.SpringElement method) (compas_fea2.model.SpringSection method) (compas_fea2.model.Steel method) (compas_fea2.model.Stiff method) (compas_fea2.model.StrutElement method) (compas_fea2.model.StrutSection method) (compas_fea2.model.TetrahedronElement method) (compas_fea2.model.TieConstraint method) (compas_fea2.model.TieElement method) (compas_fea2.model.TieMPC method) (compas_fea2.model.TieSection method) (compas_fea2.model.Timber method) (compas_fea2.model.TrapezoidalSection method) (compas_fea2.model.TrussElement method) (compas_fea2.model.TrussSection method) (compas_fea2.model.UserMaterial method) (compas_fea2.problem._Perturbation method) (compas_fea2.problem._PrescribedField method) (compas_fea2.problem.BucklingAnalysis method) (compas_fea2.problem.ComplexEigenValue method) (compas_fea2.problem.DirectCyclicStep method) (compas_fea2.problem.DynamicStep method) (compas_fea2.problem.GeneralDisplacement method) (compas_fea2.problem.GeneralStep method) (compas_fea2.problem.GravityLoad method) (compas_fea2.problem.HarmonicPointLoad method) (compas_fea2.problem.HarmonicPressureLoad method) (compas_fea2.problem.LinearStaticPerturbation method) (compas_fea2.problem.Load method) (compas_fea2.problem.LoadCombination method) (compas_fea2.problem.ModalAnalysis method) (compas_fea2.problem.PrescribedTemperatureField method) (compas_fea2.problem.PrestressLoad method) (compas_fea2.problem.Problem method) (compas_fea2.problem.QuasiStaticStep method) (compas_fea2.problem.StaticStep method) (compas_fea2.problem.Step method) (compas_fea2.problem.ThermalLoad method) (compas_fea2.problem.TributaryLoad method) (compas_fea2.results.DisplacementFieldResults method) (compas_fea2.results.DisplacementResult method) (compas_fea2.results.MembraneStressResult method) (compas_fea2.results.ReactionFieldResults method) (compas_fea2.results.Result method) (compas_fea2.results.ShellStressResult method) (compas_fea2.results.SolidStressResult method) (compas_fea2.results.StressFieldResults method) (compas_fea2.results.StressResult method) transform() (compas_fea2.model.Node method) (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) transform_stress_tensor() (compas_fea2.results.MembraneStressResult method) (compas_fea2.results.SolidStressResult method) (compas_fea2.results.StressResult method) transformed() (compas_fea2.model.Node method) (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) TrapezoidalSection (class in compas_fea2.model) TributaryLoad (class in compas_fea2.problem) TrussElement (class in compas_fea2.model) TrussSection (class in compas_fea2.model) U ULS() (compas_fea2.problem.LoadCombination class method) union() (compas_fea2.model._Group method) (compas_fea2.model.ElementsGroup method) (compas_fea2.model.FacesGroup method) (compas_fea2.model.NodesGroup method) (compas_fea2.model.PartsGroup method) UserMaterial (class in compas_fea2.model) V validate_data() (compas_fea2.job.InputFile class method) (compas_fea2.job.ParametersFile class method) (compas_fea2.model._BeamEndRelease class method) (compas_fea2.model._BoundaryCondition class method) (compas_fea2.model._Constraint class method) (compas_fea2.model._Element class method) (compas_fea2.model._Element3D class method) (compas_fea2.model._Group class method) (compas_fea2.model._InitialCondition class method) (compas_fea2.model._Material class method) (compas_fea2.model._MultiPointConstraint class method) (compas_fea2.model._Section class method) (compas_fea2.model.AngleSection class method) (compas_fea2.model.BeamElement class method) (compas_fea2.model.BeamEndPinRelease class method) (compas_fea2.model.BeamEndSliderRelease class method) (compas_fea2.model.BeamMPC class method) (compas_fea2.model.BeamSection class method) (compas_fea2.model.BoxSection class method) (compas_fea2.model.CircularSection class method) (compas_fea2.model.ClampBCXX class method) (compas_fea2.model.ClampBCYY class method) (compas_fea2.model.ClampBCZZ class method) (compas_fea2.model.Concrete class method) (compas_fea2.model.ConcreteDamagedPlasticity class method) (compas_fea2.model.ConcreteSmearedCrack class method) (compas_fea2.model.ElasticIsotropic class method) (compas_fea2.model.ElasticOrthotropic class method) (compas_fea2.model.ElasticPlastic class method) (compas_fea2.model.ElementsGroup class method) (compas_fea2.model.FacesGroup class method) (compas_fea2.model.FixedBC class method) (compas_fea2.model.GeneralBC class method) (compas_fea2.model.HexahedronElement class method) (compas_fea2.model.HexSection class method) (compas_fea2.model.InitialStressField class method) (compas_fea2.model.InitialTemperatureField class method) (compas_fea2.model.ISection class method) (compas_fea2.model.MassElement class method) (compas_fea2.model.MassSection class method) (compas_fea2.model.MembraneElement class method) (compas_fea2.model.MembraneSection class method) (compas_fea2.model.Model class method) (compas_fea2.model.Node class method) (compas_fea2.model.NodesGroup class method) (compas_fea2.model.Part class method) (compas_fea2.model.PartsGroup class method) (compas_fea2.model.PinnedBC class method) (compas_fea2.model.PipeSection class method) (compas_fea2.model.RectangularSection class method) (compas_fea2.model.RigidPart class method) (compas_fea2.model.RollerBCX class method) (compas_fea2.model.RollerBCXY class method) (compas_fea2.model.RollerBCXZ class method) (compas_fea2.model.RollerBCY class method) (compas_fea2.model.RollerBCYZ class method) (compas_fea2.model.RollerBCZ class method) (compas_fea2.model.ShellElement class method) (compas_fea2.model.ShellSection class method) (compas_fea2.model.SolidSection class method) (compas_fea2.model.SpringElement class method) (compas_fea2.model.SpringSection class method) (compas_fea2.model.Steel class method) (compas_fea2.model.Stiff class method) (compas_fea2.model.StrutElement class method) (compas_fea2.model.StrutSection class method) (compas_fea2.model.TetrahedronElement class method) (compas_fea2.model.TieConstraint class method) (compas_fea2.model.TieElement class method) (compas_fea2.model.TieMPC class method) (compas_fea2.model.TieSection class method) (compas_fea2.model.Timber class method) (compas_fea2.model.TrapezoidalSection class method) (compas_fea2.model.TrussElement class method) (compas_fea2.model.TrussSection class method) (compas_fea2.model.UserMaterial class method) (compas_fea2.problem._Perturbation class method) (compas_fea2.problem._PrescribedField class method) (compas_fea2.problem.BucklingAnalysis class method) (compas_fea2.problem.ComplexEigenValue class method) (compas_fea2.problem.DirectCyclicStep class method) (compas_fea2.problem.DynamicStep class method) (compas_fea2.problem.GeneralDisplacement class method) (compas_fea2.problem.GeneralStep class method) (compas_fea2.problem.GravityLoad class method) (compas_fea2.problem.HarmonicPointLoad class method) (compas_fea2.problem.HarmonicPressureLoad class method) (compas_fea2.problem.LinearStaticPerturbation class method) (compas_fea2.problem.Load class method) (compas_fea2.problem.LoadCombination class method) (compas_fea2.problem.ModalAnalysis class method) (compas_fea2.problem.PrescribedTemperatureField class method) (compas_fea2.problem.PrestressLoad class method) (compas_fea2.problem.Problem class method) (compas_fea2.problem.QuasiStaticStep class method) (compas_fea2.problem.StaticStep class method) (compas_fea2.problem.Step class method) (compas_fea2.problem.ThermalLoad class method) (compas_fea2.problem.TributaryLoad class method) (compas_fea2.results.DisplacementFieldResults class method) (compas_fea2.results.DisplacementResult class method) (compas_fea2.results.MembraneStressResult class method) (compas_fea2.results.ReactionFieldResults class method) (compas_fea2.results.Result class method) (compas_fea2.results.ShellStressResult class method) (compas_fea2.results.SolidStressResult class method) (compas_fea2.results.StressFieldResults class method) (compas_fea2.results.StressResult class method) visualize_node_connectivity() (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) visualize_pyvis() (compas_fea2.model.Part method) (compas_fea2.model.RigidPart method) von_mises_stress() (compas_fea2.results.StressFieldResults method) W write_input_file() (compas_fea2.model.Model method) (compas_fea2.problem.Problem method) write_to_file() (compas_fea2.job.InputFile method) (compas_fea2.job.ParametersFile method)