DeformableFishPoissonProblem< ELEMENT > Class Template Reference
+ Inheritance diagram for DeformableFishPoissonProblem< ELEMENT >:

Public Member Functions

 DeformableFishPoissonProblem ()
 Constructor: More...
 
void run ()
 Run simulation. More...
 
ElasticFishMesh< ELEMENT > * mesh_pt ()
 Access function for the specific mesh. More...
 
void doc_solution (DocInfo &doc_info)
 Doc the solution. More...
 
void actions_after_newton_solve ()
 Update function (empty) More...
 
void actions_before_newton_solve ()
 
void actions_after_adapt ()
 Update after adapt: Pin all redundant solid pressure nodes (if required) More...
 
 DeformableFishPoissonProblem ()
 Constructor: More...
 
void run ()
 Run simulation. More...
 
ElasticFishMesh< ELEMENT > * mesh_pt ()
 Access function for the specific mesh. More...
 
void doc_solution (DocInfo &doc_info)
 Doc the solution. More...
 
void actions_after_newton_solve ()
 Update function (empty) More...
 
void actions_before_newton_solve ()
 
void actions_after_adapt ()
 Update after adapt: Pin all redundant solid pressure nodes (if required) 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
 
virtual void actions_before_adapt ()
 
OomphCommunicatorcommunicator_pt ()
 access function to the oomph-lib communicator More...
 
const OomphCommunicatorcommunicator_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 ()
 
LinearSolvermass_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...
 
Timetime_pt () const
 Return a pointer to the global time object (const version). More...
 
doubletime ()
 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 TimeSteppertime_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...
 
doubleminimum_dt ()
 Access function to min timestep in adaptive timestepping. More...
 
doublemaximum_dt ()
 Access function to max timestep in adaptive timestepping. More...
 
unsignedmax_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...
 
doublemax_residuals ()
 
booltime_adaptive_newton_crash_on_solve_fail ()
 Access function for Time_adaptive_newton_crash_on_solve_fail. More...
 
doublenewton_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...
 
doubleglobal_dof_pt (const unsigned &i)
 
doubledof (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...
 
doubledof_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...
 
booluse_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 Problemmake_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 ()
 
doublebifurcation_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 ()
 
intsign_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 Attributes

NodeDoc_node_pt
 Node at which the solution of the Poisson equation is documented. More...
 
ofstream Trace_file
 Trace file. More...
 
CircleFish_back_pt
 
ElasticallySupportedRingElementFish_back_pt
 

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)
 
doubledof_derivative (const unsigned &i)
 
doubledof_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 *, boolCalculate_dparameter_analytic
 
bool Calculate_hessian_products_analytic
 
LinearAlgebraDistributionDof_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< doubleMax_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< doubleDof_derivative
 Storage for the derivative of the problem variables wrt arc-length. More...
 
Vector< doubleDof_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
 
OomphCommunicatorCommunicator_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 ELEMENT>
class DeformableFishPoissonProblem< ELEMENT >

//////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////// Solve Poisson equation on deforming fish-shaped domain. Mesh update via pseudo-elasticity.

Constructor & Destructor Documentation

◆ DeformableFishPoissonProblem() [1/2]

template<class ELEMENT >
DeformableFishPoissonProblem< ELEMENT >::DeformableFishPoissonProblem

Constructor:

Loop over elements and set pointers to source function

244 {
245 
246  // Set coordinates and radius for the circle that will become the fish back
247  double x_c=0.5;
248  double y_c=0.0;
249  double r_back=1.0;
250 
251  // Build geometric object that will become the deformable fish back
252  //GeomObject* fish_back_pt=new ElasticFishBackElement(x_c,y_c,r_back);
253  Fish_back_pt=new Circle(x_c,y_c,r_back);
254 
255  // Build geometric object that specifies the fish back in the
256  // undeformed configuration (basically a deep copy of the previous one)
257  GeomObject* undeformed_fish_back_pt=new Circle(x_c,y_c,r_back);
258 
259  // Build fish mesh with geometric object that specifies the deformable
260  // and undeformed fish back
261  Problem::mesh_pt()=new ElasticFishMesh<ELEMENT>(Fish_back_pt,
262  undeformed_fish_back_pt);
263 
264 
265  // Choose a node at which the solution is documented: Choose
266  // the central node that is shared by all four elements in
267  // the base mesh because it exists at all refinement levels.
268 
269  // How many nodes does element 0 have?
270  unsigned nnod=mesh_pt()->finite_element_pt(0)->nnode();
271 
272  // The central node is the last node in element 0:
273  Doc_node_pt=mesh_pt()->finite_element_pt(0)->node_pt(nnod-1);
274 
275  // Doc
276  cout << std::endl << "Control node is located at: "
277  << Doc_node_pt->x(0) << " " << Doc_node_pt->x(1) << std::endl << std::endl;
278 
279 
280  // Set error estimator
282  mesh_pt()->spatial_error_estimator_pt()=error_estimator_pt;
283 
284  // Change/doc targets for mesh adaptation
285  if (CommandLineArgs::Argc>1)
286  {
287  mesh_pt()->max_permitted_error()=0.05;
288  mesh_pt()->min_permitted_error()=0.005;
289  }
290  mesh_pt()->doc_adaptivity_targets(cout);
291 
292 
293  // Specify BC/source fct for Poisson problem:
294  //-------------------------------------------
295 
296  // Set the Poisson boundary conditions for this problem: All nodes are
297  // free by default -- just pin the ones that have Dirichlet conditions
298  // here.
299  unsigned num_bound = mesh_pt()->nboundary();
300  for(unsigned ibound=0;ibound<num_bound;ibound++)
301  {
302  unsigned num_nod=mesh_pt()->nboundary_node(ibound);
303  for (unsigned inod=0;inod<num_nod;inod++)
304  {
305  mesh_pt()->boundary_node_pt(ibound,inod)->pin(0);
306  }
307  }
308 
309  // Set homogeneous boundary conditions for the Poisson equation
310  // on all boundaries
311  for(unsigned ibound=0;ibound<num_bound;ibound++)
312  {
313  // Loop over the nodes on boundary
314  unsigned num_nod=mesh_pt()->nboundary_node(ibound);
315  for (unsigned inod=0;inod<num_nod;inod++)
316  {
317  mesh_pt()->boundary_node_pt(ibound,inod)->set_value(0,0.0);
318  }
319  }
320 
322  unsigned n_element = mesh_pt()->nelement();
323  for(unsigned i=0;i<n_element;i++)
324  {
325  // Upcast from FiniteElement to the present element
326  ELEMENT *el_pt = dynamic_cast<ELEMENT*>(mesh_pt()->element_pt(i));
327 
328  //Set the source function pointer
329  el_pt->source_fct_pt() = &ConstSourceForPoisson::get_source;
330  }
331 
332 
333  // Specify BC/source fct etc for (pseudo-)Solid problem
334  //-----------------------------------------------------
335 
336  // Pin all nodal positions
337  for(unsigned ibound=0;ibound<num_bound;ibound++)
338  {
339  unsigned num_nod=mesh_pt()->nboundary_node(ibound);
340  for (unsigned inod=0;inod<num_nod;inod++)
341  {
342  for (unsigned i=0;i<2;i++)
343  {
344  mesh_pt()->boundary_node_pt(ibound,inod)->pin_position(i);
345  }
346  }
347  }
348 
349  //Loop over the elements in the mesh to set Solid parameters/function pointers
350  for(unsigned i=0;i<n_element;i++)
351  {
352  //Cast to a solid element
353  ELEMENT *el_pt = dynamic_cast<ELEMENT*>(mesh_pt()->element_pt(i));
354 
355  // Set the constitutive law
356  el_pt->constitutive_law_pt() =
358  }
359 
360  // Pin the redundant solid pressures (if any)
362  mesh_pt()->element_pt());
363 
364 
365  //Attach the boundary conditions to the mesh
366  cout << assign_eqn_numbers() << std::endl;
367 
368  // Refine the problem uniformly (this automatically passes the
369  // function pointers/parameters to the finer elements
371 
372  // The non-pinned positions of the newly SolidNodes will have been
373  // determined by interpolation. Update all solid nodes based on
374  // the Mesh's Domain/MacroElement representation.
375  bool update_all_solid_nodes=true;
376  mesh_pt()->node_update(update_all_solid_nodes);
377 
378  // Now set the Eulerian equal to the Lagrangian coordinates
379  mesh_pt()->set_lagrangian_nodal_coordinates();
380 
381 }
int i
Definition: BiCGSTAB_step_by_step.cpp:9
ElasticFishMesh< ELEMENT > * mesh_pt()
Access function for the specific mesh.
Definition: elastic_mesh_update.cc:189
Circle * Fish_back_pt
Definition: elastic_mesh_update.cc:235
Node * Doc_node_pt
Node at which the solution of the Poisson equation is documented.
Definition: elastic_mesh_update.cc:229
Refineable fish mesh upgraded to become a solid mesh.
Definition: elastic_mesh_update.cc:77
Definition: geom_objects.h:873
Definition: geom_objects.h:101
double & x(const unsigned &i)
Return the i-th nodal coordinate.
Definition: nodes.h:1060
Definition: solid_elements.h:58
unsigned long assign_eqn_numbers(const bool &assign_local_eqn_numbers=true)
Definition: problem.cc:1989
void refine_uniformly()
Definition: problem.h:2640
Definition: error_estimator.h:266
void get_source(const Vector< double > &x, double &source)
Const source function.
Definition: algebraic_free_boundary_poisson.cc:61
ConstitutiveLaw * Constitutive_law_pt
Pointer to constitutive law.
Definition: TwenteMeshGluing.cpp:65
Z2ErrorEstimator * error_estimator_pt
Definition: MortaringCantileverCompareToNonMortaring.cpp:190
int Argc
Number of arguments + 1.
Definition: oomph_utilities.cc:407

References oomph::CommandLineArgs::Argc, Global_Physical_Variables::Constitutive_law_pt, MeshRefinement::error_estimator_pt, ConstSourceForPoisson::get_source(), and i.

◆ DeformableFishPoissonProblem() [2/2]

template<class ELEMENT >
DeformableFishPoissonProblem< ELEMENT >::DeformableFishPoissonProblem ( )

Constructor:

Member Function Documentation

◆ actions_after_adapt() [1/2]

template<class ELEMENT >
void DeformableFishPoissonProblem< ELEMENT >::actions_after_adapt ( )
inlinevirtual

Update after adapt: Pin all redundant solid pressure nodes (if required)

Reimplemented from oomph::Problem.

219  {
220  // Pin the redundant solid pressures (if any)
222  mesh_pt()->element_pt());
223  }

◆ actions_after_adapt() [2/2]

template<class ELEMENT >
void DeformableFishPoissonProblem< ELEMENT >::actions_after_adapt ( )
inlinevirtual

Update after adapt: Pin all redundant solid pressure nodes (if required)

Reimplemented from oomph::Problem.

218  {
219  // Pin the redundant solid pressures (if any)
221  mesh_pt()->element_pt());
222  }

◆ actions_after_newton_solve() [1/2]

template<class ELEMENT >
void DeformableFishPoissonProblem< ELEMENT >::actions_after_newton_solve ( )
inlinevirtual

Update function (empty)

Reimplemented from oomph::Problem.

196 {}

◆ actions_after_newton_solve() [2/2]

template<class ELEMENT >
void DeformableFishPoissonProblem< ELEMENT >::actions_after_newton_solve ( )
inlinevirtual

Update function (empty)

Reimplemented from oomph::Problem.

199 {}

◆ actions_before_newton_solve() [1/2]

template<class ELEMENT >
void DeformableFishPoissonProblem< ELEMENT >::actions_before_newton_solve ( )
inlinevirtual

Update before solve: We're dealing with a static problem so the nodal positions before the next solve merely serve as initial conditions. For meshes that are very strongly refined near the boundary, the update of the displacement boundary conditions (which only moves the SolidNodes on the boundary), can lead to strongly distorted meshes. This can cause the Newton method to fail --> the overall method is actually more robust if we use the nodal positions as determined by the Domain/MacroElement- based mesh update as initial guesses.

Reimplemented from oomph::Problem.

208  {
209  bool update_all_solid_nodes=true;
210  mesh_pt()->node_update(update_all_solid_nodes);
211 
212  // Now set the Eulerian equal to the Lagrangian coordinates
213  mesh_pt()->set_lagrangian_nodal_coordinates();
214 
215  }

◆ actions_before_newton_solve() [2/2]

template<class ELEMENT >
void DeformableFishPoissonProblem< ELEMENT >::actions_before_newton_solve ( )
inlinevirtual

Update before solve: We're dealing with a static problem so the nodal positions before the next solve merely serve as initial conditions. For meshes that are very strongly refined near the boundary, the update of the displacement boundary conditions (which only moves the SolidNodes on the boundary), can lead to strongly distorted meshes. This can cause the Newton method to fail --> the overall method is actually more robust if we use the nodal positions as determined by the Domain/MacroElement- based mesh update as initial guesses.

Reimplemented from oomph::Problem.

211  {
212  bool update_all_solid_nodes=true;
213  mesh_pt()->node_update(update_all_solid_nodes);
214  }

◆ doc_solution() [1/2]

template<class ELEMENT >
void DeformableFishPoissonProblem< ELEMENT >::doc_solution ( DocInfo doc_info)

Doc the solution.

389 {
390  ofstream some_file;
391  char filename[100];
392 
393  // Number of plot points
394  unsigned npts = 5;
395 
396  // Call output function for all elements
397  sprintf(filename,"%s/soln%i.dat",doc_info.directory().c_str(),
398  doc_info.number());
399  some_file.open(filename);
400  mesh_pt()->output(some_file,npts);
401  some_file.close();
402 
403 
404  // Write vertical position of the fish back, and solution at
405  // control node to trace file
406  Trace_file
407  << static_cast<Circle*>(mesh_pt()->fish_back_pt())->y_c()
408  << " " << Doc_node_pt->value(0) << std::endl;
409 
410 }
ofstream Trace_file
Trace file.
Definition: elastic_mesh_update.cc:232
std::string directory() const
Output directory.
Definition: oomph_utilities.h:524
unsigned & number()
Number used (e.g.) for labeling output files.
Definition: oomph_utilities.h:554
double value(const unsigned &i) const
Definition: nodes.cc:2408
string filename
Definition: MergeRestartFiles.py:39

References oomph::DocInfo::directory(), MergeRestartFiles::filename, oomph::DocInfo::number(), and oomph::Problem_Parameter::Trace_file.

◆ doc_solution() [2/2]

template<class ELEMENT >
void DeformableFishPoissonProblem< ELEMENT >::doc_solution ( DocInfo doc_info)

Doc the solution.

◆ mesh_pt() [1/2]

template<class ELEMENT >
ElasticFishMesh<ELEMENT>* DeformableFishPoissonProblem< ELEMENT >::mesh_pt ( )
inline

Access function for the specific mesh.

190  {return dynamic_cast<ElasticFishMesh<ELEMENT>*>(Problem::mesh_pt());}

◆ mesh_pt() [2/2]

template<class ELEMENT >
ElasticFishMesh<ELEMENT>* DeformableFishPoissonProblem< ELEMENT >::mesh_pt ( )
inline

Access function for the specific mesh.

193  {return dynamic_cast<ElasticFishMesh<ELEMENT>*>(Problem::mesh_pt());}

◆ run() [1/2]

template<class ELEMENT >
void DeformableFishPoissonProblem< ELEMENT >::run

Run simulation.

Run the problem.

418 {
419 
420  // Output
421  DocInfo doc_info;
422 
423  // Set output directory
424  doc_info.set_directory("RESLT");
425 
426  // Step number
427  doc_info.number()=0;
428 
429  // Open trace file
430  char filename[100];
431  sprintf(filename,"%s/trace.dat",doc_info.directory().c_str());
432  Trace_file.open(filename);
433 
434  Trace_file << "VARIABLES=\"y<sub>circle</sub>\",\"u<sub>control</sub>\""
435  << std::endl;
436 
437  //Parameter incrementation
438  unsigned nstep=5;
439  for(unsigned i=0;i<nstep;i++)
440  {
441  //Solve the problem with Newton's method, allowing for up to 2
442  //rounds of adaptation
443  newton_solve(2);
444 
445  // Doc solution
446  doc_solution(doc_info);
447  doc_info.number()++;
448 
449  // Increment width of fish domain
450  Fish_back_pt->y_c()+=0.3;
451  }
452 
453 }
void doc_solution(DocInfo &doc_info)
Doc the solution.
Definition: elastic_mesh_update.cc:388
double & y_c()
Access function to y-coordinate of centre of circle.
Definition: geom_objects.h:1083
Definition: oomph_utilities.h:499
void set_directory(const std::string &directory)
Definition: oomph_utilities.cc:298
void newton_solve()
Use Newton method to solve the problem.
Definition: problem.cc:8783

References oomph::DocInfo::directory(), MergeRestartFiles::filename, i, oomph::DocInfo::number(), oomph::DocInfo::set_directory(), and oomph::Problem_Parameter::Trace_file.

◆ run() [2/2]

template<class ELEMENT >
void DeformableFishPoissonProblem< ELEMENT >::run ( )

Run simulation.

Member Data Documentation

◆ Doc_node_pt

template<class ELEMENT >
Node * DeformableFishPoissonProblem< ELEMENT >::Doc_node_pt
private

Node at which the solution of the Poisson equation is documented.

◆ Fish_back_pt [1/2]

template<class ELEMENT >
Circle* DeformableFishPoissonProblem< ELEMENT >::Fish_back_pt
private

◆ Fish_back_pt [2/2]

template<class ELEMENT >
ElasticallySupportedRingElement* DeformableFishPoissonProblem< ELEMENT >::Fish_back_pt
private

◆ Trace_file

template<class ELEMENT >
ofstream DeformableFishPoissonProblem< ELEMENT >::Trace_file
private

Trace file.


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