Annular disk. More...

Inheritance diagram for ElasticAnnulusProblem< ELASTICITY_ELEMENT >:

Public Member Functions
	ElasticAnnulusProblem ()
	Constructor: More...

	~ElasticAnnulusProblem ()
	Destructor (empty) More...

void	actions_after_newton_solve ()
	Update function (empty) More...

void	actions_before_newton_solve ()
	Update function (empty) More...

void	create_pml_meshes ()
	Create PML meshes. More...

void	actions_before_adapt ()
	Actions before adapt: Wipe the mesh of traction elements. More...

void	actions_after_adapt ()
	Actions after adapt: Rebuild the mesh of traction elements. More...

void	doc_solution (DocInfo &doc_info)
	Doc the solution. More...

	ElasticAnnulusProblem ()
	Constructor: More...

	~ElasticAnnulusProblem ()
	Destructor (empty) More...

void	actions_after_newton_solve ()
	Update function (empty) More...

void	actions_before_newton_solve ()
	Update function (empty) More...

void	create_pml_meshes ()
	Create PML meshes. More...

void	actions_before_adapt ()
	Actions before adapt: Wipe the mesh of traction elements. More...

void	actions_after_adapt ()
	Actions after adapt: Rebuild the mesh of traction elements. More...

void	doc_solution (DocInfo &doc_info)
	Doc the solution. More...

Public Member Functions inherited from oomph::Problem
virtual void	debug_hook_fct (const unsigned &i)

void	set_analytic_dparameter (double *const &parameter_pt)

void	unset_analytic_dparameter (double *const &parameter_pt)

bool	is_dparameter_calculated_analytically (double *const &parameter_pt)

void	set_analytic_hessian_products ()

void	unset_analytic_hessian_products ()

bool	are_hessian_products_calculated_analytically ()

void	set_pinned_values_to_zero ()

bool	distributed () const

OomphCommunicator *	communicator_pt ()
	access function to the oomph-lib communicator More...

const OomphCommunicator *	communicator_pt () const
	access function to the oomph-lib communicator, const version More...

	Problem ()

	Problem (const Problem &dummy)=delete
	Broken copy constructor. More...

void	operator= (const Problem &)=delete
	Broken assignment operator. More...

virtual	~Problem ()
	Virtual destructor to clean up memory. More...

Mesh *&	mesh_pt ()
	Return a pointer to the global mesh. More...

Mesh *const &	mesh_pt () const
	Return a pointer to the global mesh (const version) More...

Mesh *&	mesh_pt (const unsigned &imesh)

Mesh *const &	mesh_pt (const unsigned &imesh) const
	Return a pointer to the i-th submesh (const version) More...

unsigned	nsub_mesh () const
	Return number of submeshes. More...

unsigned	add_sub_mesh (Mesh *const &mesh_pt)

void	flush_sub_meshes ()

void	build_global_mesh ()

void	rebuild_global_mesh ()

LinearSolver *&	linear_solver_pt ()
	Return a pointer to the linear solver object. More...

LinearSolver *const &	linear_solver_pt () const
	Return a pointer to the linear solver object (const version) More...

LinearSolver *&	mass_matrix_solver_for_explicit_timestepper_pt ()

LinearSolver *	mass_matrix_solver_for_explicit_timestepper_pt () const

EigenSolver *&	eigen_solver_pt ()
	Return a pointer to the eigen solver object. More...

EigenSolver *const &	eigen_solver_pt () const
	Return a pointer to the eigen solver object (const version) More...

Time *&	time_pt ()
	Return a pointer to the global time object. More...

Time *	time_pt () const
	Return a pointer to the global time object (const version). More...

double &	time ()
	Return the current value of continuous time. More...

double	time () const
	Return the current value of continuous time (const version) More...

TimeStepper *&	time_stepper_pt ()

const TimeStepper *	time_stepper_pt () const

TimeStepper *&	time_stepper_pt (const unsigned &i)
	Return a pointer to the i-th timestepper. More...

ExplicitTimeStepper *&	explicit_time_stepper_pt ()
	Return a pointer to the explicit timestepper. More...

unsigned long	set_timestepper_for_all_data (TimeStepper *const &time_stepper_pt, const bool &preserve_existing_data=false)

virtual void	shift_time_values ()
	Shift all values along to prepare for next timestep. More...

AssemblyHandler *&	assembly_handler_pt ()
	Return a pointer to the assembly handler object. More...

AssemblyHandler *const &	assembly_handler_pt () const
	Return a pointer to the assembly handler object (const version) More...

double &	minimum_dt ()
	Access function to min timestep in adaptive timestepping. More...

double &	maximum_dt ()
	Access function to max timestep in adaptive timestepping. More...

unsigned &	max_newton_iterations ()
	Access function to max Newton iterations before giving up. More...

void	problem_is_nonlinear (const bool &prob_lin)
	Access function to Problem_is_nonlinear. More...

double &	max_residuals ()

bool &	time_adaptive_newton_crash_on_solve_fail ()
	Access function for Time_adaptive_newton_crash_on_solve_fail. More...

double &	newton_solver_tolerance ()

void	add_time_stepper_pt (TimeStepper *const &time_stepper_pt)

void	set_explicit_time_stepper_pt (ExplicitTimeStepper *const &explicit_time_stepper_pt)

void	initialise_dt (const double &dt)

void	initialise_dt (const Vector< double > &dt)

Data *&	global_data_pt (const unsigned &i)
	Return a pointer to the the i-th global data object. More...

void	add_global_data (Data *const &global_data_pt)

void	flush_global_data ()

LinearAlgebraDistribution *const &	dof_distribution_pt () const
	Return the pointer to the dof distribution (read-only) More...

unsigned long	ndof () const
	Return the number of dofs. More...

unsigned	ntime_stepper () const
	Return the number of time steppers. More...

unsigned	nglobal_data () const
	Return the number of global data values. More...

unsigned	self_test ()
	Self-test: Check meshes and global data. Return 0 for OK. More...

void	enable_store_local_dof_pt_in_elements ()

void	disable_store_local_dof_pt_in_elements ()

unsigned long	assign_eqn_numbers (const bool &assign_local_eqn_numbers=true)

void	describe_dofs (std::ostream &out= *(oomph_info.stream_pt())) const

void	enable_discontinuous_formulation ()

void	disable_discontinuous_formulation ()

void	get_dofs (DoubleVector &dofs) const

void	get_dofs (const unsigned &t, DoubleVector &dofs) const
	Return vector of the t'th history value of all dofs. More...

void	set_dofs (const DoubleVector &dofs)
	Set the values of the dofs. More...

void	set_dofs (const unsigned &t, DoubleVector &dofs)
	Set the history values of the dofs. More...

void	set_dofs (const unsigned &t, Vector< double * > &dof_pt)

void	add_to_dofs (const double &lambda, const DoubleVector &increment_dofs)
	Add lambda x incremenet_dofs[l] to the l-th dof. More...

double *	global_dof_pt (const unsigned &i)

double &	dof (const unsigned &i)
	i-th dof in the problem More...

double	dof (const unsigned &i) const
	i-th dof in the problem (const version) More...

double *&	dof_pt (const unsigned &i)
	Pointer to i-th dof in the problem. More...

double *	dof_pt (const unsigned &i) const
	Pointer to i-th dof in the problem (const version) More...

virtual void	get_inverse_mass_matrix_times_residuals (DoubleVector &Mres)

virtual void	get_dvaluesdt (DoubleVector &f)

virtual void	get_residuals (DoubleVector &residuals)
	Get the total residuals Vector for the problem. More...

virtual void	get_jacobian (DoubleVector &residuals, DenseDoubleMatrix &jacobian)

virtual void	get_jacobian (DoubleVector &residuals, CRDoubleMatrix &jacobian)

virtual void	get_jacobian (DoubleVector &residuals, CCDoubleMatrix &jacobian)

virtual void	get_jacobian (DoubleVector &residuals, SumOfMatrices &jacobian)

void	get_fd_jacobian (DoubleVector &residuals, DenseMatrix< double > &jacobian)
	Get the full Jacobian by finite differencing. More...

void	get_derivative_wrt_global_parameter (double *const &parameter_pt, DoubleVector &result)

void	get_hessian_vector_products (DoubleVectorWithHaloEntries const &Y, Vector< DoubleVectorWithHaloEntries > const &C, Vector< DoubleVectorWithHaloEntries > &product)

void	solve_eigenproblem (const unsigned &n_eval, Vector< std::complex< double >> &eigenvalue, Vector< DoubleVector > &eigenvector, const bool &steady=true)
	Solve the eigenproblem. More...

void	solve_eigenproblem (const unsigned &n_eval, Vector< std::complex< double >> &eigenvalue, const bool &steady=true)

virtual void	get_eigenproblem_matrices (CRDoubleMatrix &mass_matrix, CRDoubleMatrix &main_matrix, const double &shift=0.0)

void	assign_eigenvector_to_dofs (DoubleVector &eigenvector)
	Assign the eigenvector passed to the function to the dofs. More...

void	add_eigenvector_to_dofs (const double &epsilon, const DoubleVector &eigenvector)

void	store_current_dof_values ()
	Store the current values of the degrees of freedom. More...

void	restore_dof_values ()
	Restore the stored values of the degrees of freedom. More...

void	enable_jacobian_reuse ()

void	disable_jacobian_reuse ()
	Disable recycling of Jacobian in Newton iteration. More...

bool	jacobian_reuse_is_enabled ()
	Is recycling of Jacobian in Newton iteration enabled? More...

bool &	use_predictor_values_as_initial_guess ()

void	newton_solve ()
	Use Newton method to solve the problem. More...

void	enable_globally_convergent_newton_method ()
	enable globally convergent Newton method More...

void	disable_globally_convergent_newton_method ()
	disable globally convergent Newton method More...

void	newton_solve (unsigned const &max_adapt)

void	steady_newton_solve (unsigned const &max_adapt=0)

void	copy (Problem *orig_problem_pt)

virtual Problem *	make_copy ()

virtual void	read (std::ifstream &restart_file, bool &unsteady_restart)

virtual void	read (std::ifstream &restart_file)

virtual void	dump (std::ofstream &dump_file) const

void	dump (const std::string &dump_file_name) const

void	delete_all_external_storage ()

virtual void	symmetrise_eigenfunction_for_adaptive_pitchfork_tracking ()

double *	bifurcation_parameter_pt () const

void	get_bifurcation_eigenfunction (Vector< DoubleVector > &eigenfunction)

void	activate_fold_tracking (double *const &parameter_pt, const bool &block_solve=true)

void	activate_bifurcation_tracking (double *const &parameter_pt, const DoubleVector &eigenvector, const bool &block_solve=true)

void	activate_bifurcation_tracking (double *const &parameter_pt, const DoubleVector &eigenvector, const DoubleVector &normalisation, const bool &block_solve=true)

void	activate_pitchfork_tracking (double *const &parameter_pt, const DoubleVector &symmetry_vector, const bool &block_solve=true)

void	activate_hopf_tracking (double *const &parameter_pt, const bool &block_solve=true)

void	activate_hopf_tracking (double *const &parameter_pt, const double &omega, const DoubleVector &null_real, const DoubleVector &null_imag, const bool &block_solve=true)

void	deactivate_bifurcation_tracking ()

void	reset_assembly_handler_to_default ()
	Reset the system to the standard non-augemented state. More...

double	arc_length_step_solve (double *const &parameter_pt, const double &ds, const unsigned &max_adapt=0)

double	arc_length_step_solve (Data *const &data_pt, const unsigned &data_index, const double &ds, const unsigned &max_adapt=0)

void	reset_arc_length_parameters ()

int &	sign_of_jacobian ()

void	explicit_timestep (const double &dt, const bool &shift_values=true)
	Take an explicit timestep of size dt. More...

void	unsteady_newton_solve (const double &dt)

void	unsteady_newton_solve (const double &dt, const bool &shift_values)

void	unsteady_newton_solve (const double &dt, const unsigned &max_adapt, const bool &first, const bool &shift=true)

double	doubly_adaptive_unsteady_newton_solve (const double &dt, const double &epsilon, const unsigned &max_adapt, const bool &first, const bool &shift=true)

double	doubly_adaptive_unsteady_newton_solve (const double &dt, const double &epsilon, const unsigned &max_adapt, const unsigned &suppress_resolve_after_spatial_adapt_flag, const bool &first, const bool &shift=true)

double	adaptive_unsteady_newton_solve (const double &dt_desired, const double &epsilon)

double	adaptive_unsteady_newton_solve (const double &dt_desired, const double &epsilon, const bool &shift_values)

void	assign_initial_values_impulsive ()

void	assign_initial_values_impulsive (const double &dt)

void	calculate_predictions ()
	Calculate predictions. More...

void	enable_mass_matrix_reuse ()

void	disable_mass_matrix_reuse ()

bool	mass_matrix_reuse_is_enabled ()
	Return whether the mass matrix is being reused. More...

void	refine_uniformly (const Vector< unsigned > &nrefine_for_mesh)

void	refine_uniformly (const Vector< unsigned > &nrefine_for_mesh, DocInfo &doc_info)

void	refine_uniformly_and_prune (const Vector< unsigned > &nrefine_for_mesh)

void	refine_uniformly_and_prune (const Vector< unsigned > &nrefine_for_mesh, DocInfo &doc_info)

void	refine_uniformly (DocInfo &doc_info)

void	refine_uniformly_and_prune (DocInfo &doc_info)

void	refine_uniformly ()

void	refine_uniformly (const unsigned &i_mesh, DocInfo &doc_info)
	Do uniform refinement for submesh i_mesh with documentation. More...

void	refine_uniformly (const unsigned &i_mesh)
	Do uniform refinement for submesh i_mesh without documentation. More...

void	p_refine_uniformly (const Vector< unsigned > &nrefine_for_mesh)

void	p_refine_uniformly (const Vector< unsigned > &nrefine_for_mesh, DocInfo &doc_info)

void	p_refine_uniformly_and_prune (const Vector< unsigned > &nrefine_for_mesh)

void	p_refine_uniformly_and_prune (const Vector< unsigned > &nrefine_for_mesh, DocInfo &doc_info)

void	p_refine_uniformly (DocInfo &doc_info)

void	p_refine_uniformly_and_prune (DocInfo &doc_info)

void	p_refine_uniformly ()

void	p_refine_uniformly (const unsigned &i_mesh, DocInfo &doc_info)
	Do uniform p-refinement for submesh i_mesh with documentation. More...

void	p_refine_uniformly (const unsigned &i_mesh)
	Do uniform p-refinement for submesh i_mesh without documentation. More...

void	refine_selected_elements (const Vector< unsigned > &elements_to_be_refined)

void	refine_selected_elements (const Vector< RefineableElement * > &elements_to_be_refined_pt)

void	refine_selected_elements (const unsigned &i_mesh, const Vector< unsigned > &elements_to_be_refined)

void	refine_selected_elements (const unsigned &i_mesh, const Vector< RefineableElement * > &elements_to_be_refined_pt)

void	refine_selected_elements (const Vector< Vector< unsigned >> &elements_to_be_refined)

void	refine_selected_elements (const Vector< Vector< RefineableElement * >> &elements_to_be_refined_pt)

void	p_refine_selected_elements (const Vector< unsigned > &elements_to_be_refined)

void	p_refine_selected_elements (const Vector< PRefineableElement * > &elements_to_be_refined_pt)

void	p_refine_selected_elements (const unsigned &i_mesh, const Vector< unsigned > &elements_to_be_refined)

void	p_refine_selected_elements (const unsigned &i_mesh, const Vector< PRefineableElement * > &elements_to_be_refined_pt)

void	p_refine_selected_elements (const Vector< Vector< unsigned >> &elements_to_be_refined)

void	p_refine_selected_elements (const Vector< Vector< PRefineableElement * >> &elements_to_be_refined_pt)

unsigned	unrefine_uniformly ()

unsigned	unrefine_uniformly (const unsigned &i_mesh)

void	p_unrefine_uniformly (DocInfo &doc_info)

void	p_unrefine_uniformly (const unsigned &i_mesh, DocInfo &doc_info)
	Do uniform p-unrefinement for submesh i_mesh without documentation. More...

void	adapt (unsigned &n_refined, unsigned &n_unrefined)

void	adapt ()

void	p_adapt (unsigned &n_refined, unsigned &n_unrefined)

void	p_adapt ()

void	adapt_based_on_error_estimates (unsigned &n_refined, unsigned &n_unrefined, Vector< Vector< double >> &elemental_error)

void	adapt_based_on_error_estimates (Vector< Vector< double >> &elemental_error)

void	get_all_error_estimates (Vector< Vector< double >> &elemental_error)

void	doc_errors (DocInfo &doc_info)
	Get max and min error for all elements in submeshes. More...

void	doc_errors ()
	Get max and min error for all elements in submeshes. More...

void	enable_info_in_newton_solve ()

void	disable_info_in_newton_solve ()
	Disable the output of information when in the newton solver. More...

Public Member Functions inherited from oomph::ExplicitTimeSteppableObject
	ExplicitTimeSteppableObject ()
	Empty constructor. More...

	ExplicitTimeSteppableObject (const ExplicitTimeSteppableObject &)=delete
	Broken copy constructor. More...

void	operator= (const ExplicitTimeSteppableObject &)=delete
	Broken assignment operator. More...

virtual	~ExplicitTimeSteppableObject ()
	Empty destructor. More...

virtual void	actions_before_explicit_stage ()

virtual void	actions_after_explicit_stage ()

Private Member Functions
void	complete_problem_setup ()
	Helper function to complete problem setup. More...

void	complete_problem_setup ()
	Helper function to complete problem setup. More...

Private Attributes
RefineableTriangleMesh< ELASTICITY_ELEMENT > *	Solid_mesh_pt
	Pointer to refineable solid mesh. More...

Mesh *	PML_right_mesh_pt
	Pointer to the right PML mesh. More...

Mesh *	PML_top_mesh_pt
	Pointer to the top PML mesh. More...

Mesh *	PML_left_mesh_pt
	Pointer to the left PML mesh. More...

Mesh *	PML_bottom_mesh_pt
	Pointer to the bottom PML mesh. More...

Mesh *	PML_top_right_mesh_pt
	Pointer to the top right corner PML mesh. More...

Mesh *	PML_top_left_mesh_pt
	Pointer to the top left corner PML mesh. More...

Mesh *	PML_bottom_right_mesh_pt
	Pointer to the bottom right corner PML mesh. More...

Mesh *	PML_bottom_left_mesh_pt
	Pointer to the bottom left corner PML mesh. More...

DocInfo	Doc_info
	DocInfo object for output. More...

unsigned	Upper_inner_boundary_id
	Boundary ID of upper inner boundary. More...

unsigned	Upper_outer_boundary_id
	Boundary ID of upper outer boundary. More...

unsigned	Lower_inner_boundary_id
	Boundary ID of lower inner boundary. More...

unsigned	Lower_outer_boundary_id
	Boundary ID of lower outer boundary. More...

RectangularQuadMesh< ELASTICITY_ELEMENT > *	Solid_mesh_pt
	Pointer to solid mesh. More...

Additional Inherited Members
Public Types inherited from oomph::Problem
typedef void(*	SpatialErrorEstimatorFctPt) (Mesh *&mesh_pt, Vector< double > &elemental_error)
	Function pointer for spatial error estimator. More...

typedef void(*	SpatialErrorEstimatorWithDocFctPt) (Mesh *&mesh_pt, Vector< double > &elemental_error, DocInfo &doc_info)
	Function pointer for spatial error estimator with doc. More...

Public Attributes inherited from oomph::Problem
bool	Shut_up_in_newton_solve

Static Public Attributes inherited from oomph::Problem
static bool	Suppress_warning_about_actions_before_read_unstructured_meshes

Protected Types inherited from oomph::Problem
enum	Assembly_method { Perform_assembly_using_vectors_of_pairs , Perform_assembly_using_two_vectors , Perform_assembly_using_maps , Perform_assembly_using_lists , Perform_assembly_using_two_arrays }
	Enumerated flags to determine which sparse assembly method is used. More...

Protected Member Functions inherited from oomph::Problem
unsigned	setup_element_count_per_dof ()

virtual void	sparse_assemble_row_or_column_compressed (Vector< int * > &column_or_row_index, Vector< int * > &row_or_column_start, Vector< double * > &value, Vector< unsigned > &nnz, Vector< double * > &residual, bool compressed_row_flag)

virtual void	actions_before_newton_convergence_check ()

virtual void	actions_before_newton_step ()

virtual void	actions_after_newton_step ()

virtual void	actions_before_implicit_timestep ()

virtual void	actions_after_implicit_timestep ()

virtual void	actions_after_implicit_timestep_and_error_estimation ()

virtual void	actions_before_explicit_timestep ()
	Actions that should be performed before each explicit time step. More...

virtual void	actions_after_explicit_timestep ()
	Actions that should be performed after each explicit time step. More...

virtual void	actions_before_read_unstructured_meshes ()

virtual void	actions_after_read_unstructured_meshes ()

virtual void	actions_after_change_in_global_parameter (double *const &parameter_pt)

virtual void	actions_after_change_in_bifurcation_parameter ()

virtual void	actions_after_parameter_increase (double *const &parameter_pt)

double &	dof_derivative (const unsigned &i)

double &	dof_current (const unsigned &i)

virtual void	set_initial_condition ()

virtual double	global_temporal_error_norm ()

unsigned	newton_solve_continuation (double *const &parameter_pt)

unsigned	newton_solve_continuation (double *const &parameter_pt, DoubleVector &z)

void	calculate_continuation_derivatives (double *const &parameter_pt)

void	calculate_continuation_derivatives (const DoubleVector &z)

void	calculate_continuation_derivatives_fd (double *const &parameter_pt)

bool	does_pointer_correspond_to_problem_data (double *const &parameter_pt)

void	set_consistent_pinned_values_for_continuation ()

Protected Attributes inherited from oomph::Problem
Vector< Problem * >	Copy_of_problem_pt

std::map< double *, bool >	Calculate_dparameter_analytic

bool	Calculate_hessian_products_analytic

LinearAlgebraDistribution *	Dof_distribution_pt

Vector< double * >	Dof_pt
	Vector of pointers to dofs. More...

DoubleVectorWithHaloEntries	Element_count_per_dof

double	Relaxation_factor

double	Newton_solver_tolerance

unsigned	Max_newton_iterations
	Maximum number of Newton iterations. More...

unsigned	Nnewton_iter_taken

Vector< double >	Max_res
	Maximum residuals at start and after each newton iteration. More...

double	Max_residuals

bool	Time_adaptive_newton_crash_on_solve_fail

bool	Jacobian_reuse_is_enabled
	Is re-use of Jacobian in Newton iteration enabled? Default: false. More...

bool	Jacobian_has_been_computed

bool	Problem_is_nonlinear

bool	Pause_at_end_of_sparse_assembly

bool	Doc_time_in_distribute

unsigned	Sparse_assembly_method

unsigned	Sparse_assemble_with_arrays_initial_allocation

unsigned	Sparse_assemble_with_arrays_allocation_increment

Vector< Vector< unsigned > >	Sparse_assemble_with_arrays_previous_allocation

double	Numerical_zero_for_sparse_assembly

double	FD_step_used_in_get_hessian_vector_products

bool	Mass_matrix_reuse_is_enabled

bool	Mass_matrix_has_been_computed

bool	Discontinuous_element_formulation

double	Minimum_dt
	Minimum desired dt: if dt falls below this value, exit. More...

double	Maximum_dt
	Maximum desired dt. More...

double	DTSF_max_increase

double	DTSF_min_decrease

double	Minimum_dt_but_still_proceed

bool	Scale_arc_length
	Boolean to control whether arc-length should be scaled. More...

double	Desired_proportion_of_arc_length
	Proportion of the arc-length to taken by the parameter. More...

double	Theta_squared

int	Sign_of_jacobian
	Storage for the sign of the global Jacobian. More...

double	Continuation_direction

double	Parameter_derivative
	Storage for the derivative of the global parameter wrt arc-length. More...

double	Parameter_current
	Storage for the present value of the global parameter. More...

bool	Use_continuation_timestepper
	Boolean to control original or new storage of dof stuff. More...

unsigned	Dof_derivative_offset

unsigned	Dof_current_offset

Vector< double >	Dof_derivative
	Storage for the derivative of the problem variables wrt arc-length. More...

Vector< double >	Dof_current
	Storage for the present values of the variables. More...

double	Ds_current
	Storage for the current step value. More...

unsigned	Desired_newton_iterations_ds

double	Minimum_ds
	Minimum desired value of arc-length. More...

bool	Bifurcation_detection
	Boolean to control bifurcation detection via determinant of Jacobian. More...

bool	Bisect_to_find_bifurcation
	Boolean to control wheter bisection is used to located bifurcation. More...

bool	First_jacobian_sign_change
	Boolean to indicate whether a sign change has occured in the Jacobian. More...

bool	Arc_length_step_taken
	Boolean to indicate whether an arc-length step has been taken. More...

bool	Use_finite_differences_for_continuation_derivatives

OomphCommunicator *	Communicator_pt
	The communicator for this problem. More...

bool	Always_take_one_newton_step

double	Timestep_reduction_factor_after_nonconvergence

bool	Keep_temporal_error_below_tolerance

Static Protected Attributes inherited from oomph::Problem
static ContinuationStorageScheme	Continuation_time_stepper
	Storage for the single static continuation timestorage object. More...

Detailed Description

template<class ELASTICITY_ELEMENT>
class ElasticAnnulusProblem< ELASTICITY_ELEMENT >

Annular disk.

Constructor & Destructor Documentation

◆ ElasticAnnulusProblem() [1/2]

template<class ELASTICITY_ELEMENT >

ElasticAnnulusProblem< ELASTICITY_ELEMENT >::ElasticAnnulusProblem

Constructor:

Number of elements in x direction in the bulk mesh

Number of elements in y direction in the bulk mesh

Start and end spatial coordinates of the bulk mesh in x direction

Start and end spatial coordinates of the bulk mesh in y direction

 {
  
  // Solid mesh
  //-----------
  
  // Create circle representing inner boundary
  double a=0.2;
  double x_c=0.0;
  double y_c=0.0;
  Circle* inner_circle_pt=new Circle(x_c,y_c,a);
  
  // Outer boundary
  //---------------
  TriangleMeshClosedCurve* outer_boundary_pt=0;
  
  unsigned n_segments = 16;
  Vector<TriangleMeshCurveSection*> outer_boundary_line_pt(4);
  
  // Each polyline only has three vertices, provide storage for their
  // coordinates
  Vector<Vector<double> > vertex_coord(2);
  for(unsigned i=0;i<2;i++)
   {
    vertex_coord[i].resize(2);
   }
  
  // First polyline
  vertex_coord[0][0]=-2.0;
  vertex_coord[0][1]=-2.0;
  vertex_coord[1][0]=-2.0;
  vertex_coord[1][1]=2.0;
  
  // Build the 1st boundary polyline
  unsigned boundary_id=2;
  outer_boundary_line_pt[0] = new TriangleMeshPolyLine(vertex_coord,
                                                       boundary_id);
  
  // Second boundary polyline
  vertex_coord[0][0]=-2.0;
  vertex_coord[0][1]=2.0;
  vertex_coord[1][0]=2.0;
  vertex_coord[1][1]=2.0;
  
  // Build the 2nd boundary polyline
  boundary_id=3;
  outer_boundary_line_pt[1] = new TriangleMeshPolyLine(vertex_coord,
                                                       boundary_id);
  
  // Third boundary polyline
  vertex_coord[0][0]=2.0;
  vertex_coord[0][1]=2.0;
  vertex_coord[1][0]=2.0;
  vertex_coord[1][1]=-2.0;
  
  // Build the 3rd boundary polyline
  boundary_id=4;
  outer_boundary_line_pt[2] = new TriangleMeshPolyLine(vertex_coord,
                                                       boundary_id);
  
  // Fourth boundary polyline
  vertex_coord[0][0]=2.0;
  vertex_coord[0][1]=-2.0;
  vertex_coord[1][0]=-2.0;
  vertex_coord[1][1]=-2.0;
  
  // Build the 4th boundary polyline
  boundary_id=5;
  outer_boundary_line_pt[3] = new TriangleMeshPolyLine(vertex_coord,
                                                       boundary_id);
  
  // Create the triangle mesh polygon for outer boundary
  outer_boundary_pt = new TriangleMeshPolygon(outer_boundary_line_pt);
  
  // Inner circular boundary
  //------------------------
  Vector<TriangleMeshCurveSection*> inner_boundary_line_pt(2);
  
  // The intrinsic coordinates for the beginning and end of the curve
  double s_start = 0.0;
  double s_end   = MathematicalConstants::Pi;
  boundary_id = 0;
  inner_boundary_line_pt[0]=
   new TriangleMeshCurviLine(inner_circle_pt,
                             s_start,
                             s_end,
                             n_segments,
                             boundary_id);
  
  // The intrinsic coordinates for the beginning and end of the curve
  s_start = MathematicalConstants::Pi;
  s_end   = 2.0*MathematicalConstants::Pi;
  boundary_id = 1;
  inner_boundary_line_pt[1]=
   new TriangleMeshCurviLine(inner_circle_pt,
                             s_start,
                             s_end,
                             n_segments,
                             boundary_id);
  
  
  // Combine to hole
  //----------------
  Vector<TriangleMeshClosedCurve*> hole_pt(1);
  Vector<double> hole_coords(2);
  hole_coords[0]=0.0;
  hole_coords[1]=0.0;
  hole_pt[0]=new TriangleMeshClosedCurve(inner_boundary_line_pt,
                                         hole_coords);
  
  
  // Use the TriangleMeshParameters object for helping on the manage 
  // of the TriangleMesh parameters. The only parameter that needs to take 
  // is the outer boundary.
  TriangleMeshParameters triangle_mesh_parameters(outer_boundary_pt);
  
  // Specify the closed curve using the TriangleMeshParameters object
  triangle_mesh_parameters.internal_closed_curve_pt() = hole_pt;
  
  // Target element size in bulk mesh
  triangle_mesh_parameters.element_area() = Global_Parameters::Element_area; 
  
  
  
 #ifdef ADAPTIVE
  
  // Build the mesh
  Solid_mesh_pt=new 
   RefineableTriangleMesh<ELASTICITY_ELEMENT>(triangle_mesh_parameters);
  
  // Set error estimator
  Solid_mesh_pt->spatial_error_estimator_pt()=new Z2ErrorEstimator;
  
  // Choose error tolerances to force some uniform refinement
  Solid_mesh_pt->min_permitted_error()=0.000001;
  Solid_mesh_pt->max_permitted_error()=0.00005;
  
 #else
  
  // Build the mesh
  Solid_mesh_pt=new 
   TriangleMesh<ELASTICITY_ELEMENT>(triangle_mesh_parameters);
  
 #endif
  
  // Create the main triangular mesh
  add_sub_mesh(Solid_mesh_pt);
  
  // Create PML meshes and add them to the global mesh
  create_pml_meshes();
  
  // Build the entire mesh from its submeshes
  build_global_mesh();
  
  // Let's have a look where the boundaries are
  this->mesh_pt()->output("global_mesh.dat");
  this->mesh_pt()->output_boundaries("global_mesh_boundary.dat");
  
  // Complete problem setup
  complete_problem_setup();
  
  //Assign equation numbers
  cout << assign_eqn_numbers() << std::endl; 
  
  // Set output directory
  Doc_info.set_directory(Global_Parameters::Directory);
  
 } //end_of_constructor

References a, Global_Parameters::Directory, GlobalParameters::Doc_info, Global_Parameters::Element_area, oomph::TriangleMeshParameters::element_area(), i, oomph::TriangleMeshParameters::internal_closed_curve_pt(), BiharmonicTestFunctions2::Pi, and oomph::DocInfo::set_directory().

◆ ~ElasticAnnulusProblem() [1/2]

template<class ELASTICITY_ELEMENT >

ElasticAnnulusProblem< ELASTICITY_ELEMENT >::~ElasticAnnulusProblem ( )

inline

Destructor (empty)

253 {}

◆ ElasticAnnulusProblem() [2/2]

template<class ELASTICITY_ELEMENT >

ElasticAnnulusProblem< ELASTICITY_ELEMENT >::ElasticAnnulusProblem ( )

Constructor:

◆ ~ElasticAnnulusProblem() [2/2]

template<class ELASTICITY_ELEMENT >

ElasticAnnulusProblem< ELASTICITY_ELEMENT >::~ElasticAnnulusProblem ( )

inline

Destructor (empty)

150 {}

Member Function Documentation

◆ actions_after_adapt() [1/2]

template<class ELASTICITY_ELEMENT >

void ElasticAnnulusProblem< ELASTICITY_ELEMENT >::actions_after_adapt

virtual

Actions after adapt: Rebuild the mesh of traction elements.

Actions after adapt: complete problem setup.

Reimplemented from oomph::Problem.

 {
  
  // Build PML meshes  and add them to the global mesh
  create_pml_meshes();
  
  // Build the entire mesh from its submeshes
  rebuild_global_mesh();
  
  // Complete problem setup
  complete_problem_setup();   
  
 }// end of actions_after_adapt

◆ actions_after_adapt() [2/2]

template<class ELASTICITY_ELEMENT >

void ElasticAnnulusProblem< ELASTICITY_ELEMENT >::actions_after_adapt ( )

virtual

Actions after adapt: Rebuild the mesh of traction elements.

Reimplemented from oomph::Problem.

◆ actions_after_newton_solve() [1/2]

template<class ELASTICITY_ELEMENT >

void ElasticAnnulusProblem< ELASTICITY_ELEMENT >::actions_after_newton_solve ( )

inlinevirtual

Update function (empty)

Reimplemented from oomph::Problem.

256 {}

◆ actions_after_newton_solve() [2/2]

template<class ELASTICITY_ELEMENT >

void ElasticAnnulusProblem< ELASTICITY_ELEMENT >::actions_after_newton_solve ( )

inlinevirtual

Update function (empty)

Reimplemented from oomph::Problem.

153 {}

◆ actions_before_adapt() [1/2]

template<class ELASTICITY_ELEMENT >

void ElasticAnnulusProblem< ELASTICITY_ELEMENT >::actions_before_adapt

virtual

Actions before adapt: Wipe the mesh of traction elements.

Actions before adapt: empty.

Reimplemented from oomph::Problem.

 {
  // Before adapting the added PML meshes must be removed
  // as they are not refineable and are to be rebuilt from the
  // newly refined triangular mesh
  delete PML_right_mesh_pt;
  PML_right_mesh_pt=0;
  delete PML_top_mesh_pt;
  PML_top_mesh_pt=0;
  delete PML_left_mesh_pt;
  PML_left_mesh_pt=0;
  delete PML_bottom_mesh_pt;
  PML_bottom_mesh_pt=0;
  delete PML_top_right_mesh_pt;
  PML_top_right_mesh_pt=0;
  delete PML_top_left_mesh_pt;
  PML_top_left_mesh_pt=0;
  delete PML_bottom_right_mesh_pt;
  PML_bottom_right_mesh_pt=0;
  delete PML_bottom_left_mesh_pt;
  PML_bottom_left_mesh_pt=0;
  
  // Rebuild the Problem's global mesh from its various sub-meshes
  // but first flush all its submeshes
  flush_sub_meshes();
  
  // Then add the triangular mesh back
  add_sub_mesh(Solid_mesh_pt);
  
  // Rebuild the global mesh such that it now stores
  // the triangular mesh only
  rebuild_global_mesh();
 }// end of actions_before_adapt

◆ actions_before_adapt() [2/2]

template<class ELASTICITY_ELEMENT >

void ElasticAnnulusProblem< ELASTICITY_ELEMENT >::actions_before_adapt ( )

virtual

Actions before adapt: Wipe the mesh of traction elements.

Reimplemented from oomph::Problem.

◆ actions_before_newton_solve() [1/2]

template<class ELASTICITY_ELEMENT >

void ElasticAnnulusProblem< ELASTICITY_ELEMENT >::actions_before_newton_solve ( )

inlinevirtual

Update function (empty)

Reimplemented from oomph::Problem.

259 {}

◆ actions_before_newton_solve() [2/2]

template<class ELASTICITY_ELEMENT >

void ElasticAnnulusProblem< ELASTICITY_ELEMENT >::actions_before_newton_solve ( )

inlinevirtual

Update function (empty)

Reimplemented from oomph::Problem.

156 {}

◆ complete_problem_setup() [1/2]

template<class ELASTICITY_ELEMENT >

void ElasticAnnulusProblem< ELASTICITY_ELEMENT >::complete_problem_setup

private

Helper function to complete problem setup.

Complete problem setup.

Upcast from PMLElement to time harmonic linear elasticity bulk element

Boundaries with id 0 and 1 represent the interior boundary and these are the only ones that need to be processed, hence the loop below only considers nodes on these two boundaries.

 {
  
 #ifdef ADAPTIVE
  
  // Min element size allowed during adaptation
  if (!CommandLineArgs::command_line_flag_has_been_set("--validation"))
   {   
    Solid_mesh_pt->min_element_size()=1.0e-5; 
   }
  
 #endif
  
  //Assign the physical properties to the elements
  //----------------------------------------------
  unsigned nel=this->mesh_pt()->nelement();
  for (unsigned e=0;e<nel;e++)
   {     
    PMLTimeHarmonicLinearElasticityEquations<2> *el_pt = 
     dynamic_cast<PMLTimeHarmonicLinearElasticityEquations<2>*>
     (mesh_pt()->element_pt(e));
    
    // Set the constitutive law
    el_pt->elasticity_tensor_pt() = Global_Parameters::E_pt;
    
    // Square of non-dim frequency
    el_pt->omega_sq_pt()= &Global_Parameters::Omega_sq;
   } // end_of_assignment                        
  
  for(unsigned b=0;b<2;b++)
   {
    unsigned n_node = Solid_mesh_pt->nboundary_node(b);
    for (unsigned n=0;n<n_node;n++)
     {
        Node* nod_pt=Solid_mesh_pt->boundary_node_pt(b,n);
        Vector<double> x_node(2);
        x_node[0]=nod_pt->x(0);
        x_node[1]=nod_pt->x(1);
        Vector<double> u_exact(4);
        Global_Parameters::exact_u(x_node,u_exact);
  
        for (unsigned k=0;k<4;k++)
         {
          nod_pt->pin(k);
          nod_pt->set_value(k,u_exact[k]);
         }
     }
   }
 } // end_of_complete_setup

References b, oomph::CommandLineArgs::command_line_flag_has_been_set(), e(), Global_Parameters::E_pt, oomph::PMLTimeHarmonicLinearElasticityEquationsBase< DIM >::elasticity_tensor_pt(), Global_Parameters::exact_u(), k, n, Global_Parameters::Omega_sq, oomph::PMLTimeHarmonicLinearElasticityEquationsBase< DIM >::omega_sq_pt(), oomph::Data::pin(), oomph::Data::set_value(), and oomph::Node::x().

◆ complete_problem_setup() [2/2]

template<class ELASTICITY_ELEMENT >

void ElasticAnnulusProblem< ELASTICITY_ELEMENT >::complete_problem_setup ( )

private

Helper function to complete problem setup.

◆ create_pml_meshes() [1/2]

template<class ELASTICITY_ELEMENT >

void ElasticAnnulusProblem< ELASTICITY_ELEMENT >::create_pml_meshes

Create PML meshes.

Create PML meshes and add them to the problem's sub-meshes.

 {
  
  // Bulk mesh left boundary id
  unsigned int left_boundary_id = 2;
  
  // Bulk mesh top boundary id
  unsigned int top_boundary_id = 3;
  
  // Bulk mesh right boundary id
  unsigned int right_boundary_id = 4;
  
  // Bulk mesh bottom boundary id
  unsigned int bottom_boundary_id = 5;
  
  // Build the PML meshes based on the new adapted triangular mesh
  PML_right_mesh_pt = 
   TwoDimensionalPMLHelper::create_right_pml_mesh
   <PMLLayerElement<ELASTICITY_ELEMENT> >
   (Solid_mesh_pt, right_boundary_id, 
   Global_Parameters::N_x_right_pml, 
   Global_Parameters::Width_x_right_pml);
  
  PML_top_mesh_pt   = 
   TwoDimensionalPMLHelper::create_top_pml_mesh
   <PMLLayerElement<ELASTICITY_ELEMENT> >
   (Solid_mesh_pt, top_boundary_id, 
    Global_Parameters::N_y_top_pml, 
    Global_Parameters::Width_y_top_pml);
  
  PML_left_mesh_pt  = 
   TwoDimensionalPMLHelper::create_left_pml_mesh
   <PMLLayerElement<ELASTICITY_ELEMENT> >
   (Solid_mesh_pt, left_boundary_id, 
    Global_Parameters::N_x_left_pml, 
    Global_Parameters::Width_x_left_pml);
  
  PML_bottom_mesh_pt= 
   TwoDimensionalPMLHelper::create_bottom_pml_mesh
   <PMLLayerElement<ELASTICITY_ELEMENT> >
   (Solid_mesh_pt, bottom_boundary_id, 
    Global_Parameters::N_y_bottom_pml, 
    Global_Parameters::Width_y_bottom_pml);
  
  // Add submeshes to the global mesh
  add_sub_mesh(PML_right_mesh_pt);
  add_sub_mesh(PML_top_mesh_pt);
  add_sub_mesh(PML_left_mesh_pt);
  add_sub_mesh(PML_bottom_mesh_pt);
  
 // Rebuild corner PML meshes
  
  PML_top_right_mesh_pt    = 
   TwoDimensionalPMLHelper::create_top_right_pml_mesh
   <PMLLayerElement<ELASTICITY_ELEMENT> >
   (PML_right_mesh_pt, PML_top_mesh_pt, 
    Solid_mesh_pt, right_boundary_id);
  
  PML_bottom_right_mesh_pt = 
   TwoDimensionalPMLHelper::create_bottom_right_pml_mesh
   <PMLLayerElement<ELASTICITY_ELEMENT> >
   (PML_right_mesh_pt,PML_bottom_mesh_pt, 
    Solid_mesh_pt, right_boundary_id);
   
  PML_top_left_mesh_pt     = 
   TwoDimensionalPMLHelper::create_top_left_pml_mesh
   <PMLLayerElement<ELASTICITY_ELEMENT> >
   (PML_left_mesh_pt, PML_top_mesh_pt, 
    Solid_mesh_pt, left_boundary_id);
  
  PML_bottom_left_mesh_pt  = 
   TwoDimensionalPMLHelper::create_bottom_left_pml_mesh
   <PMLLayerElement<ELASTICITY_ELEMENT> >
   (PML_left_mesh_pt, PML_bottom_mesh_pt, 
    Solid_mesh_pt, left_boundary_id);
  
  // Add submeshes to the global mesh
  add_sub_mesh(PML_top_right_mesh_pt);
  add_sub_mesh(PML_bottom_right_mesh_pt);
  add_sub_mesh(PML_top_left_mesh_pt);
  add_sub_mesh(PML_bottom_left_mesh_pt);
  
 } // end of create_pml_meshes

References oomph::TwoDimensionalPMLHelper::create_bottom_left_pml_mesh(), oomph::TwoDimensionalPMLHelper::create_bottom_pml_mesh(), oomph::TwoDimensionalPMLHelper::create_bottom_right_pml_mesh(), oomph::TwoDimensionalPMLHelper::create_left_pml_mesh(), oomph::TwoDimensionalPMLHelper::create_right_pml_mesh(), oomph::TwoDimensionalPMLHelper::create_top_left_pml_mesh(), oomph::TwoDimensionalPMLHelper::create_top_pml_mesh(), oomph::TwoDimensionalPMLHelper::create_top_right_pml_mesh(), Global_Parameters::N_x_left_pml, Global_Parameters::N_x_right_pml, Global_Parameters::N_y_bottom_pml, Global_Parameters::N_y_top_pml, Global_Parameters::Width_x_left_pml, Global_Parameters::Width_x_right_pml, Global_Parameters::Width_y_bottom_pml, and Global_Parameters::Width_y_top_pml.

◆ create_pml_meshes() [2/2]

template<class ELASTICITY_ELEMENT >

void ElasticAnnulusProblem< ELASTICITY_ELEMENT >::create_pml_meshes ( )

Create PML meshes.

◆ doc_solution() [1/2]

template<class ELASTICITY_ELEMENT >

void ElasticAnnulusProblem< ELASTICITY_ELEMENT >::doc_solution ( DocInfo & doc_info )

Doc the solution.

 {
  
  ofstream some_file;
  char filename[100];
  
  // Number of plot points
  unsigned n_plot=5; 
  
  // Output displacement field
  //--------------------------
  sprintf(filename,"%s/soln_bulk%i.dat",Doc_info.directory().c_str(),
          Doc_info.number());
  some_file.open(filename);
  Solid_mesh_pt->output(some_file,n_plot);
  some_file.close();
  
  sprintf(filename,"%s/soln_pml_right%i.dat",Doc_info.directory().c_str(),
          Doc_info.number());
  some_file.open(filename);
  PML_right_mesh_pt->output(some_file,n_plot);
  some_file.close();
  
  sprintf(filename,"%s/soln_pml_top%i.dat",Doc_info.directory().c_str(),
          Doc_info.number());
  some_file.open(filename);
  PML_top_mesh_pt->output(some_file,n_plot);
  some_file.close();
  
  sprintf(filename,"%s/soln_pml_left%i.dat",Doc_info.directory().c_str(),
          Doc_info.number());
  some_file.open(filename);
  PML_left_mesh_pt->output(some_file,n_plot);
  some_file.close();
  
  sprintf(filename,"%s/soln_pml_bottom%i.dat",Doc_info.directory().c_str(),
          Doc_info.number());
  some_file.open(filename);
  PML_bottom_mesh_pt->output(some_file,n_plot);
  some_file.close();
  
  sprintf(filename,"%s/soln_pml_top_right%i.dat",Doc_info.directory().c_str(),
          Doc_info.number());
  some_file.open(filename);
  PML_top_right_mesh_pt->output(some_file,n_plot);
  some_file.close();
  
  sprintf(filename,"%s/soln_pml_top_left%i.dat",Doc_info.directory().c_str(),
          Doc_info.number());
  some_file.open(filename);
  PML_top_left_mesh_pt->output(some_file,n_plot);
  some_file.close();
  
  sprintf(filename,"%s/soln_pml_bottom_right%i.dat",
          Doc_info.directory().c_str(),
          Doc_info.number());
  some_file.open(filename);
  PML_bottom_right_mesh_pt->output(some_file,n_plot);
  some_file.close();
  
  sprintf(filename,"%s/soln_pml_bottom_left%i.dat",Doc_info.directory().c_str(),
          Doc_info.number());
  some_file.open(filename);
  PML_bottom_left_mesh_pt->output(some_file,n_plot);
  some_file.close();
  
   // Output exact solution 
  //----------------------
  sprintf(filename,"%s/exact_soln%i.dat",Doc_info.directory().c_str(),
          Doc_info.number());
  some_file.open(filename);
  Solid_mesh_pt->output_fct(some_file,n_plot,Global_Parameters::exact_u); 
  some_file.close();
  
  // Doc error and return of the square of the L2 error
  //---------------------------------------------------
  double error,norm;
  sprintf(filename,"%s/error_and_norm%i.dat",Doc_info.directory().c_str(),
          Doc_info.number()); 
  Solid_mesh_pt->compute_error(some_file,Global_Parameters::exact_u,
                           error,norm); 
  some_file.open(filename);
  some_file << sqrt(error) << std::endl;
  some_file << sqrt(norm) << std::endl;
  some_file.close();
  
  // Doc L2 error and norm of solution
  cout << "\nNorm of error   : " << sqrt(error) << endl; 
  cout << "Norm of exact solution: "   << sqrt(norm)  << endl;
  
  // Output runtime (wall clock time) in s in a file
  sprintf(filename,"%s/wall_clock_time%i.dat",Doc_info.directory().c_str(),
          Doc_info.number()); 
  some_file.open(filename);
  some_file << Global_Parameters::T_end-Global_Parameters::T_start << std::endl;
  some_file.close();
  
  // Output number of degrees of freedom in a file
  sprintf(filename,"%s/ndof%i.dat",Doc_info.directory().c_str(),
          Doc_info.number()); 
  some_file.open(filename);
  some_file << this->ndof() << std::endl;
  some_file.close();
  
  // Output norm of solution (to allow validation of solution even
  // if triangle generates a slightly different mesh)
  sprintf(filename,"%s/elast_soln_norm%i.dat",Doc_info.directory().c_str(),
          Doc_info.number());   
  some_file.open(filename);   
  double norm_soln=0.0;
  this->mesh_pt()->compute_norm(norm_soln);  
  some_file << sqrt(norm_soln) << std::endl;
  cout << "Norm of computed solution: "   << sqrt(norm_soln)  << endl;
  
  // Increment label for output files
  Doc_info.number()++;
  
 } //end doc

References oomph::DocInfo::directory(), GlobalParameters::Doc_info, calibrate::error, Global_Parameters::exact_u(), MergeRestartFiles::filename, oomph::DocInfo::number(), sqrt(), Global_Parameters::T_end, and Global_Parameters::T_start.

◆ doc_solution() [2/2]

template<class ELASTICITY_ELEMENT >

void ElasticAnnulusProblem< ELASTICITY_ELEMENT >::doc_solution ( DocInfo & doc_info )

Doc the solution.

Member Data Documentation

◆ Doc_info

template<class ELASTICITY_ELEMENT >

DocInfo ElasticAnnulusProblem< ELASTICITY_ELEMENT >::Doc_info

private

DocInfo object for output.

◆ Lower_inner_boundary_id

template<class ELASTICITY_ELEMENT >

unsigned ElasticAnnulusProblem< ELASTICITY_ELEMENT >::Lower_inner_boundary_id

private

Boundary ID of lower inner boundary.

◆ Lower_outer_boundary_id

template<class ELASTICITY_ELEMENT >

unsigned ElasticAnnulusProblem< ELASTICITY_ELEMENT >::Lower_outer_boundary_id

private

Boundary ID of lower outer boundary.

◆ PML_bottom_left_mesh_pt

template<class ELASTICITY_ELEMENT >

Mesh * ElasticAnnulusProblem< ELASTICITY_ELEMENT >::PML_bottom_left_mesh_pt

private

Pointer to the bottom left corner PML mesh.

◆ PML_bottom_mesh_pt

template<class ELASTICITY_ELEMENT >

Mesh * ElasticAnnulusProblem< ELASTICITY_ELEMENT >::PML_bottom_mesh_pt

private

Pointer to the bottom PML mesh.

◆ PML_bottom_right_mesh_pt

template<class ELASTICITY_ELEMENT >

Mesh * ElasticAnnulusProblem< ELASTICITY_ELEMENT >::PML_bottom_right_mesh_pt

private

Pointer to the bottom right corner PML mesh.

◆ PML_left_mesh_pt

template<class ELASTICITY_ELEMENT >

Mesh * ElasticAnnulusProblem< ELASTICITY_ELEMENT >::PML_left_mesh_pt

private

Pointer to the left PML mesh.

◆ PML_right_mesh_pt

template<class ELASTICITY_ELEMENT >

Mesh * ElasticAnnulusProblem< ELASTICITY_ELEMENT >::PML_right_mesh_pt

private

Pointer to the right PML mesh.

◆ PML_top_left_mesh_pt

template<class ELASTICITY_ELEMENT >

Mesh * ElasticAnnulusProblem< ELASTICITY_ELEMENT >::PML_top_left_mesh_pt

private

Pointer to the top left corner PML mesh.

◆ PML_top_mesh_pt

template<class ELASTICITY_ELEMENT >

Mesh * ElasticAnnulusProblem< ELASTICITY_ELEMENT >::PML_top_mesh_pt

private

Pointer to the top PML mesh.

◆ PML_top_right_mesh_pt

template<class ELASTICITY_ELEMENT >

Mesh * ElasticAnnulusProblem< ELASTICITY_ELEMENT >::PML_top_right_mesh_pt

private

Pointer to the top right corner PML mesh.

◆ Solid_mesh_pt [1/2]

template<class ELASTICITY_ELEMENT >

RefineableTriangleMesh<ELASTICITY_ELEMENT>* ElasticAnnulusProblem< ELASTICITY_ELEMENT >::Solid_mesh_pt

private

Pointer to refineable solid mesh.

◆ Solid_mesh_pt [2/2]

template<class ELASTICITY_ELEMENT >

RectangularQuadMesh<ELASTICITY_ELEMENT>* ElasticAnnulusProblem< ELASTICITY_ELEMENT >::Solid_mesh_pt

private

Pointer to solid mesh.

◆ Upper_inner_boundary_id

template<class ELASTICITY_ELEMENT >

unsigned ElasticAnnulusProblem< ELASTICITY_ELEMENT >::Upper_inner_boundary_id

private

Boundary ID of upper inner boundary.

◆ Upper_outer_boundary_id

template<class ELASTICITY_ELEMENT >

unsigned ElasticAnnulusProblem< ELASTICITY_ELEMENT >::Upper_outer_boundary_id

private

Boundary ID of upper outer boundary.

The documentation for this class was generated from the following files:

Public Member Functions

Private Member Functions

Private Attributes

Additional Inherited Members

Detailed Description

template<class ELASTICITY_ELEMENT> class ElasticAnnulusProblem< ELASTICITY_ELEMENT >

Constructor & Destructor Documentation

◆ ElasticAnnulusProblem() [1/2]

◆ ~ElasticAnnulusProblem() [1/2]

◆ ElasticAnnulusProblem() [2/2]

◆ ~ElasticAnnulusProblem() [2/2]

Member Function Documentation

◆ actions_after_adapt() [1/2]

◆ actions_after_adapt() [2/2]

◆ actions_after_newton_solve() [1/2]

◆ actions_after_newton_solve() [2/2]

◆ actions_before_adapt() [1/2]

◆ actions_before_adapt() [2/2]

◆ actions_before_newton_solve() [1/2]

◆ actions_before_newton_solve() [2/2]

◆ complete_problem_setup() [1/2]

◆ complete_problem_setup() [2/2]

◆ create_pml_meshes() [1/2]

◆ create_pml_meshes() [2/2]

◆ doc_solution() [1/2]

◆ doc_solution() [2/2]

Member Data Documentation

◆ Doc_info

◆ Lower_inner_boundary_id

◆ Lower_outer_boundary_id

◆ PML_bottom_left_mesh_pt

◆ PML_bottom_mesh_pt

◆ PML_bottom_right_mesh_pt

◆ PML_left_mesh_pt

◆ PML_right_mesh_pt

◆ PML_top_left_mesh_pt

◆ PML_top_mesh_pt

◆ PML_top_right_mesh_pt

◆ Solid_mesh_pt [1/2]

◆ Solid_mesh_pt [2/2]

◆ Upper_inner_boundary_id

◆ Upper_outer_boundary_id

template<class ELASTICITY_ELEMENT>
class ElasticAnnulusProblem< ELASTICITY_ELEMENT >