ElasticInterfaceProblem< ELEMENT, TIMESTEPPER > Class Template Reference

Elastic version of Single fluid interface problem. More...

+ Inheritance diagram for ElasticInterfaceProblem< ELEMENT, TIMESTEPPER >:

Public Member Functions

 ElasticInterfaceProblem (const unsigned &Nx, const unsigned &Ny, const unsigned &Nz, const double &Lx, const double &Ly, const double &h)
 Problem constructor. More...
 
void unsteady_run (const unsigned &nstep)
 Run an unsteady simulation with specified number of steps. 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
 
virtual void actions_before_adapt ()
 
virtual void actions_after_adapt ()
 Actions that are to be performed after a mesh adaptation. More...
 
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 Attributes

ofstream Trace_file
 Trace file. More...
 
double Lx
 Axial lengths of domain. More...
 
double Ly
 
ElasticSimpleCubicMesh< ELEMENT > * Bulk_mesh_pt
 Pointer to bulk mesh. More...
 
Mesh * Surface_mesh_pt
 Pointer to the surface mes. More...
 
Node * Document_node_pt
 Pointer to a node for documentation purposes. 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_solve ()
 
virtual void actions_after_newton_solve ()
 
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 ELEMENT, class TIMESTEPPER>
class ElasticInterfaceProblem< ELEMENT, TIMESTEPPER >

Elastic version of Single fluid interface problem.

Constructor & Destructor Documentation

◆ ElasticInterfaceProblem()

template<class ELEMENT , class TIMESTEPPER >
ElasticInterfaceProblem< ELEMENT, TIMESTEPPER >::ElasticInterfaceProblem ( const unsigned &  Nx,
const unsigned &  Ny,
const unsigned &  Nz,
const double &  Lx,
const double &  Ly,
const double &  h 
)

Problem constructor.

Constructor: Pass number of elements in x and y directions. Also lengths of the domain in x- and y-directions and the height of the layer

458  : Lx(lx), Ly(ly)
459 {
460  //Allocate the timestepper
461  add_time_stepper_pt(new TIMESTEPPER);
462 
463  //Now create the bulk mesh
465  (nx,ny,nz,lx,ly,h,time_stepper_pt());
466 
467  //Set the documented node
468  {
469  //Find the number of nodes per row
470  unsigned n_node_row =
471  1 + nx*(Bulk_mesh_pt->finite_element_pt(0)->nnode_1d()-1);
472  //Find the near central node
473  unsigned central_node = (n_node_row + 1)*n_node_row/2;
474  Document_node_pt = Bulk_mesh_pt->boundary_node_pt(5,central_node);
475  }
476 
477  //Create the surface mesh that will contain the interface elements
478  //First create storage, but with no elements or nodes
479  Surface_mesh_pt = new Mesh;
480 
481  // Loop over those elements adjacent to the free surface,
482  // which we shall choose to be the upper surface
483  for(unsigned e1=0;e1<ny;e1++)
484  {
485  for(unsigned e2=0;e2<nx;e2++)
486  {
487  // Set a pointer to the bulk element we wish to our interface
488  // element to
489  FiniteElement* bulk_element_pt =
490  Bulk_mesh_pt->finite_element_pt(nx*ny*(nz-1) + e2 + e1*nx);
491 
492  // Create the interface element (on face 3 of the bulk element)
493  FiniteElement* interface_element_pt =
494  new ElasticSurfaceFluidInterfaceElement<ELEMENT>(bulk_element_pt,3);
495 
496  // Add the interface element to the surface mesh
497  this->Surface_mesh_pt->add_element_pt(interface_element_pt);
498  }
499  }
500 
501  // Add the two sub-meshes to the problem
504 
505  // Combine all sub-meshes into a single mesh
507 
508  //Pin all nodes on the bottom
509  unsigned long n_boundary_node = Bulk_mesh_pt->nboundary_node(0);
510  for(unsigned long n=0;n<n_boundary_node;n++)
511  {
512  SolidNode* nod_pt =
513  static_cast<SolidNode*>(Bulk_mesh_pt->boundary_node_pt(0,n));
514  for(unsigned i=0;i<3;i++)
515  {
516  nod_pt->pin(i);
517  nod_pt->pin_position(i);
518  }
519  }
520 
521  //On the front and back (y=const) pin in y-direction
522  for(unsigned b=1;b<4;b+=2)
523  {
524  n_boundary_node = Bulk_mesh_pt->nboundary_node(b);
525  for(unsigned long n=0;n<n_boundary_node;n++)
526  {
527  SolidNode* nod_pt =
528  static_cast<SolidNode*>(Bulk_mesh_pt->boundary_node_pt(b,n));
529  nod_pt->pin(1);
530  nod_pt->pin_position(1);
531  }
532  }
533 
534  //On sides pin in x-direction
535  for(unsigned b=2;b<5;b+=2)
536  {
537  n_boundary_node = Bulk_mesh_pt->nboundary_node(b);
538  for(unsigned long n=0;n<n_boundary_node;n++)
539  {
540  SolidNode* nod_pt =
541  static_cast<SolidNode*>(Bulk_mesh_pt->boundary_node_pt(b,n));
542  nod_pt->pin(0);
543  nod_pt->pin_position(0);
544  }
545  }
546 
547 
548  //Only allow the nodes to move in the vertical direction
549  unsigned n_node = Bulk_mesh_pt->nnode();
550  for(unsigned n=0;n<n_node;n++)
551  {
552  SolidNode* nod_pt = static_cast<SolidNode*>(Bulk_mesh_pt->node_pt(n));
553  nod_pt->pin_position(0);
554  nod_pt->pin_position(1);
555  }
556 
557  //Create a Data object whose single value stores the
558  //external pressure
559  Data* external_pressure_data_pt = new Data(1);
560 
561  // Set and pin the external pressure to some random value
562  external_pressure_data_pt->set_value(0,1.31);
563  external_pressure_data_pt->pin(0);
564 
565  //Complete the problem setup to make the elements fully functional
566 
567  //Loop over the elements in the layer
568  unsigned n_bulk=Bulk_mesh_pt->nelement();
569  for(unsigned e=0;e<n_bulk;e++)
570  {
571  //Cast to a fluid element
572  ELEMENT *el_pt = dynamic_cast<ELEMENT*>(Bulk_mesh_pt->element_pt(e));
573 
574  //Set the Reynolds number, etc
575  el_pt->re_pt() = &Global_Physical_Variables::Re;
576  el_pt->re_st_pt() = &Global_Physical_Variables::ReSt;
577  el_pt->re_invfr_pt() = &Global_Physical_Variables::ReInvFr;
578  el_pt->g_pt() = &Global_Physical_Variables::G;
579 
580  el_pt->constitutive_law_pt() =
582  }
583 
584  //Loop over 2D interface elements and set capillary number and
585  //the external pressure
586  unsigned long interface_element_pt_range =
588  for(unsigned e=0;e<interface_element_pt_range;e++)
589  {
590  //Cast to a interface element
594 
595  //Set the Capillary number
597 
598  //Pass the Data item that contains the single external pressure value
599  el_pt->set_external_pressure_data(external_pressure_data_pt);
600  }
601 
602  //Do equation numbering
603  cout << assign_eqn_numbers() << std::endl;
604 
605 }
int i
Definition: BiCGSTAB_step_by_step.cpp:9
const unsigned n
Definition: CG3DPackingUnitTest.cpp:11
Array< double, 1, 3 > e(1./3., 0.5, 2.)
Scalar * b
Definition: benchVecAdd.cpp:17
ElasticSimpleCubicMesh< ELEMENT > * Bulk_mesh_pt
Pointer to bulk mesh.
Definition: 3d_free_surface.cc:440
Node * Document_node_pt
Pointer to a node for documentation purposes.
Definition: 3d_free_surface.cc:446
Mesh * Surface_mesh_pt
Pointer to the surface mes.
Definition: 3d_free_surface.cc:443
double Lx
Axial lengths of domain.
Definition: 3d_free_surface.cc:435
double Ly
Definition: 3d_free_surface.cc:437
Elastic version of the simple cubic mesh.
Definition: 3d_free_surface.cc:392
Definition: nodes.h:86
void pin(const unsigned &i)
Pin the i-th stored variable.
Definition: nodes.h:385
void set_value(const unsigned &i, const double &value_)
Definition: nodes.h:271
Specialise Elastic update case to the concrete 2D case.
Definition: specific_node_update_interface_elements.h:1295
Definition: elements.h:1313
double *& ca_pt()
Pointer to the Capillary number.
Definition: interface_elements.h:492
void set_external_pressure_data(Data *external_pressure_data_pt)
Definition: interface_elements.h:539
Definition: mesh.h:67
GeneralisedElement *& element_pt(const unsigned long &e)
Return pointer to element e.
Definition: mesh.h:448
void add_element_pt(GeneralisedElement *const &element_pt)
Add a (pointer to) an element to the mesh.
Definition: mesh.h:617
unsigned long nelement() const
Return number of elements in the mesh.
Definition: mesh.h:590
void add_time_stepper_pt(TimeStepper *const &time_stepper_pt)
Definition: problem.cc:1545
unsigned add_sub_mesh(Mesh *const &mesh_pt)
Definition: problem.h:1330
void build_global_mesh()
Definition: problem.cc:1493
unsigned long assign_eqn_numbers(const bool &assign_local_eqn_numbers=true)
Definition: problem.cc:1989
TimeStepper *& time_stepper_pt()
Definition: problem.h:1524
Definition: nodes.h:1686
void pin_position(const unsigned &i)
Pin the nodal position.
Definition: nodes.h:1816
double ReSt
Womersley number.
Definition: rayleigh_instability.cc:56
ConstitutiveLaw * Constitutive_law_pt
Pointer to constitutive law.
Definition: TwenteMeshGluing.cpp:65
double Ca
Capillary number.
Definition: fibre.cc:61
double ReInvFr
Product of Reynolds number and inverse of Froude number.
Definition: fibre.cc:58
double Re
Reynolds number.
Definition: fibre.cc:55
Vector< double > G(3)
Direction of gravity.
Definition: spherical_shell_convection.cc:62
const unsigned nz
Definition: ConstraintElementsUnitTest.cpp:32
const double ly
Definition: ConstraintElementsUnitTest.cpp:34
const double lx
Definition: ConstraintElementsUnitTest.cpp:33
const unsigned nx
Definition: ConstraintElementsUnitTest.cpp:30
const unsigned ny
Definition: ConstraintElementsUnitTest.cpp:31

References oomph::Mesh::add_element_pt(), oomph::Problem::add_sub_mesh(), oomph::Problem::add_time_stepper_pt(), oomph::Problem::assign_eqn_numbers(), b, oomph::Problem::build_global_mesh(), ElasticInterfaceProblem< ELEMENT, TIMESTEPPER >::Bulk_mesh_pt, Global_Physical_Variables::Ca, oomph::FluidInterfaceElement::ca_pt(), Global_Physical_Variables::Constitutive_law_pt, ElasticInterfaceProblem< ELEMENT, TIMESTEPPER >::Document_node_pt, e(), oomph::Mesh::element_pt(), Global_Physical_Variables::G, i, Mesh_Parameters::lx, Mesh_Parameters::ly, n, oomph::Mesh::nelement(), Mesh_Parameters::nx, Mesh_Parameters::ny, Mesh_Parameters::nz, oomph::Data::pin(), oomph::SolidNode::pin_position(), Global_Physical_Variables::Re, Global_Physical_Variables::ReInvFr, Global_Physical_Variables::ReSt, oomph::FluidInterfaceElement::set_external_pressure_data(), oomph::Data::set_value(), ElasticInterfaceProblem< ELEMENT, TIMESTEPPER >::Surface_mesh_pt, and oomph::Problem::time_stepper_pt().

Member Function Documentation

◆ doc_solution()

template<class ELEMENT , class TIMESTEPPER >
void ElasticInterfaceProblem< ELEMENT, TIMESTEPPER >::doc_solution ( DocInfo &  doc_info)

Doc the solution.

615 {
616 
617  ofstream some_file;
618  char filename[100];
619 
620  // Number of plot points
621  unsigned npts=5;
622 
623  //Output the time
624  cout << "Time is now " << time_pt()->time() << std::endl;
625 
626  //Estimate the node in the middle of the domain
627 
628  // Doc
629  Trace_file << time_pt()->time();
630  Trace_file << " " << Document_node_pt->x(2);
631  Trace_file << std::endl;
632 
633 
634  // Output solution, bulk elements followed by surface elements
635  sprintf(filename,"%s/soln%i.dat",doc_info.directory().c_str(),
636  doc_info.number());
637  some_file.open(filename);
638  Bulk_mesh_pt->output(some_file,npts);
639  Surface_mesh_pt->output(some_file,npts);
640  some_file.close();
641 
642 }
ofstream Trace_file
Trace file.
Definition: 3d_free_surface.cc:432
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
void output(std::ostream &outfile)
Output for all elements.
Definition: mesh.cc:2027
double & x(const unsigned &i)
Return the i-th nodal coordinate.
Definition: nodes.h:1060
Time *& time_pt()
Return a pointer to the global time object.
Definition: problem.h:1504
double & time()
Return the current value of the continuous time.
Definition: timesteppers.h:123
string filename
Definition: MergeRestartFiles.py:39

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

◆ unsteady_run()

template<class ELEMENT , class TIMESTEPPER >
void ElasticInterfaceProblem< ELEMENT, TIMESTEPPER >::unsteady_run ( const unsigned &  nstep)

Run an unsteady simulation with specified number of steps.

Unsteady run with specified number of steps.

652 {
653 
654  // Increase maximum residual
655  Problem::Max_residuals=100.0;
656 
657  //Distort the mesh
658  double epsilon=0.1;
659  unsigned Nperiods = 1;
660 
661  //Loop over all nodes
662  unsigned n_node = Bulk_mesh_pt->nnode();
663  for(unsigned n=0;n<n_node;n++)
664  {
665  Node* nod_pt = Bulk_mesh_pt->node_pt(n);
666  //Get the x y and z values
667  double x_value = nod_pt->x(0);
668  double y_value = nod_pt->x(1);
669  double z_value = nod_pt->x(2);
670 
671  //Calculate the new scaled z- position
672  double scaled_z = z_value*
673  (1.0 - epsilon*(cos(2.0*Nperiods*MathematicalConstants::Pi*x_value/Lx)
674  + cos(2.0*Nperiods*MathematicalConstants::Pi*y_value/Ly)));
675 
676  //Set the new position
677  nod_pt->x(2) = scaled_z;
678  }
679 
680  //Reset the lagrangian positions
681  Bulk_mesh_pt->set_lagrangian_nodal_coordinates();
682 
683  // Doc info object
684  DocInfo doc_info;
685 
686  // Set output directory
687  doc_info.set_directory("RESLT_elastic");
688  doc_info.number()=0;
689 
690  // Open trace file
691  char filename[100];
692  sprintf(filename,"%s/trace.dat",doc_info.directory().c_str());
693  Trace_file.open(filename);
694 
695  Trace_file << "VARIABLES=\"time\",";
696  Trace_file << "\"h<sub>left</sub>\",\"h<sub>right</sub>\"";
697 
698  //Set value of dt
699  double dt = 0.01;
700 
701  //Initialise all time values
703 
704  //Doc initial solution
705  doc_solution(doc_info);
706 
707 //Loop over the timesteps
708  for(unsigned t=1;t<=nstep;t++)
709  {
710  cout << "TIMESTEP " << t << std::endl;
711 
712  //Take one fixed timestep
714 
715  // Doc solution
716  doc_info.number()++;
717  doc_solution(doc_info);
718  }
719 
720 }
AnnoyingScalar cos(const AnnoyingScalar &x)
Definition: AnnoyingScalar.h:136
void doc_solution(DocInfo &doc_info)
Doc the solution.
Definition: 3d_free_surface.cc:614
Definition: oomph_utilities.h:499
void set_directory(const std::string &directory)
Definition: oomph_utilities.cc:298
Definition: nodes.h:906
void assign_initial_values_impulsive()
Definition: problem.cc:11499
void unsteady_newton_solve(const double &dt)
Definition: problem.cc:10953
double Pi
Definition: two_d_biharmonic.cc:235
double epsilon
Definition: osc_ring_sarah_asymptotics.h:43
t
Definition: plotPSD.py:36

References cos(), oomph::DocInfo::directory(), oomph::SarahBL::epsilon, MergeRestartFiles::filename, Global_Parameters::Lx, Global_Parameters::Ly, n, oomph::DocInfo::number(), BiharmonicTestFunctions2::Pi, oomph::DocInfo::set_directory(), plotPSD::t, oomph::Problem_Parameter::Trace_file, and oomph::Node::x().

Member Data Documentation

◆ Bulk_mesh_pt

template<class ELEMENT , class TIMESTEPPER >
ElasticSimpleCubicMesh<ELEMENT>* ElasticInterfaceProblem< ELEMENT, TIMESTEPPER >::Bulk_mesh_pt
private

◆ Document_node_pt

template<class ELEMENT , class TIMESTEPPER >
Node* ElasticInterfaceProblem< ELEMENT, TIMESTEPPER >::Document_node_pt
private

Pointer to a node for documentation purposes.

Referenced by ElasticInterfaceProblem< ELEMENT, TIMESTEPPER >::ElasticInterfaceProblem().

◆ Lx

template<class ELEMENT , class TIMESTEPPER >
double ElasticInterfaceProblem< ELEMENT, TIMESTEPPER >::Lx
private

Axial lengths of domain.

◆ Ly

template<class ELEMENT , class TIMESTEPPER >
double ElasticInterfaceProblem< ELEMENT, TIMESTEPPER >::Ly
private

◆ Surface_mesh_pt

template<class ELEMENT , class TIMESTEPPER >
Mesh* ElasticInterfaceProblem< ELEMENT, TIMESTEPPER >::Surface_mesh_pt
private

◆ Trace_file

template<class ELEMENT , class TIMESTEPPER >
ofstream ElasticInterfaceProblem< ELEMENT, TIMESTEPPER >::Trace_file
private

Trace file.


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