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...
 
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

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...
 
MeshSurface_mesh_pt
 Pointer to the surface mes. More...
 
NodeDocument_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)
 
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 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: