DiskShockWaveProblem< ELEMENT, TIMESTEPPER > Class Template Reference
+ Inheritance diagram for DiskShockWaveProblem< ELEMENT, TIMESTEPPER >:

Public Member Functions

 DiskShockWaveProblem ()
 Constructor: More...
 
void run (const unsigned &case_number)
 Run the problem; specify case_number to label output directory. More...
 
ElasticRefineableQuarterCircleSectorMesh< ELEMENT > *& solid_mesh_pt ()
 Access function for the solid mesh. More...
 
SolidMesh *& traction_mesh_pt ()
 Access function for the mesh of surface traction elements. More...
 
void doc_solution ()
 Doc the solution. More...
 
void actions_after_newton_solve ()
 Update function (empty) More...
 
void actions_before_newton_solve ()
 Update function (empty) More...
 
void actions_after_adapt ()
 
void doc_displ_and_veloc (const int &stage=0)
 Doc displacement and velocity: label file with before and after. More...
 
void dump_it (ofstream &dump_file)
 Dump the solution. More...
 
void restart (ifstream &restart_file)
 Read solution from disk. 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 ()
 
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

DocInfo Doc_info
 
ofstream Trace_file
 Trace file. More...
 
Vector< Node * > Trace_node_pt
 Vector of pointers to nodes whose position we're tracing. More...
 
ElasticRefineableQuarterCircleSectorMesh< ELEMENT > * Solid_mesh_pt
 Pointer to solid mesh. More...
 
SolidMesh * Traction_mesh_pt
 Pointer to mesh of traction elements. More...
 

Additional Inherited Members

- Public Types inherited from oomph::Problem
typedef void(* SpatialErrorEstimatorFctPt) (Mesh *&mesh_pt, Vector< double > &elemental_error)
 Function pointer for spatial error estimator. More...
 
typedef void(* SpatialErrorEstimatorWithDocFctPt) (Mesh *&mesh_pt, Vector< double > &elemental_error, DocInfo &doc_info)
 Function pointer for spatial error estimator with doc. More...
 
- Public Attributes inherited from oomph::Problem
bool Shut_up_in_newton_solve
 
- Static Public Attributes inherited from oomph::Problem
static bool Suppress_warning_about_actions_before_read_unstructured_meshes
 
- Protected Types inherited from oomph::Problem
enum  Assembly_method {
  Perform_assembly_using_vectors_of_pairs , Perform_assembly_using_two_vectors , Perform_assembly_using_maps , Perform_assembly_using_lists ,
  Perform_assembly_using_two_arrays
}
 Enumerated flags to determine which sparse assembly method is used. More...
 
- Protected Member Functions inherited from oomph::Problem
unsigned setup_element_count_per_dof ()
 
virtual void sparse_assemble_row_or_column_compressed (Vector< int * > &column_or_row_index, Vector< int * > &row_or_column_start, Vector< double * > &value, Vector< unsigned > &nnz, Vector< double * > &residual, bool compressed_row_flag)
 
virtual void actions_before_newton_convergence_check ()
 
virtual void actions_before_newton_step ()
 
virtual void actions_after_newton_step ()
 
virtual void actions_before_implicit_timestep ()
 
virtual void actions_after_implicit_timestep ()
 
virtual void actions_after_implicit_timestep_and_error_estimation ()
 
virtual void actions_before_explicit_timestep ()
 Actions that should be performed before each explicit time step. More...
 
virtual void actions_after_explicit_timestep ()
 Actions that should be performed after each explicit time step. More...
 
virtual void actions_before_read_unstructured_meshes ()
 
virtual void actions_after_read_unstructured_meshes ()
 
virtual void actions_after_change_in_global_parameter (double *const &parameter_pt)
 
virtual void actions_after_change_in_bifurcation_parameter ()
 
virtual void actions_after_parameter_increase (double *const &parameter_pt)
 
double & dof_derivative (const unsigned &i)
 
double & dof_current (const unsigned &i)
 
virtual void set_initial_condition ()
 
virtual double global_temporal_error_norm ()
 
unsigned newton_solve_continuation (double *const &parameter_pt)
 
unsigned newton_solve_continuation (double *const &parameter_pt, DoubleVector &z)
 
void calculate_continuation_derivatives (double *const &parameter_pt)
 
void calculate_continuation_derivatives (const DoubleVector &z)
 
void calculate_continuation_derivatives_fd (double *const &parameter_pt)
 
bool does_pointer_correspond_to_problem_data (double *const &parameter_pt)
 
void set_consistent_pinned_values_for_continuation ()
 
- Protected Attributes inherited from oomph::Problem
Vector< Problem * > Copy_of_problem_pt
 
std::map< double *, bool > Calculate_dparameter_analytic
 
bool Calculate_hessian_products_analytic
 
LinearAlgebraDistribution * Dof_distribution_pt
 
Vector< double * > Dof_pt
 Vector of pointers to dofs. More...
 
DoubleVectorWithHaloEntries Element_count_per_dof
 
double Relaxation_factor
 
double Newton_solver_tolerance
 
unsigned Max_newton_iterations
 Maximum number of Newton iterations. More...
 
unsigned Nnewton_iter_taken
 
Vector< double > Max_res
 Maximum residuals at start and after each newton iteration. More...
 
double Max_residuals
 
bool Time_adaptive_newton_crash_on_solve_fail
 
bool Jacobian_reuse_is_enabled
 Is re-use of Jacobian in Newton iteration enabled? Default: false. More...
 
bool Jacobian_has_been_computed
 
bool Problem_is_nonlinear
 
bool Pause_at_end_of_sparse_assembly
 
bool Doc_time_in_distribute
 
unsigned Sparse_assembly_method
 
unsigned Sparse_assemble_with_arrays_initial_allocation
 
unsigned Sparse_assemble_with_arrays_allocation_increment
 
Vector< Vector< unsigned > > Sparse_assemble_with_arrays_previous_allocation
 
double Numerical_zero_for_sparse_assembly
 
double FD_step_used_in_get_hessian_vector_products
 
bool Mass_matrix_reuse_is_enabled
 
bool Mass_matrix_has_been_computed
 
bool Discontinuous_element_formulation
 
double Minimum_dt
 Minimum desired dt: if dt falls below this value, exit. More...
 
double Maximum_dt
 Maximum desired dt. More...
 
double DTSF_max_increase
 
double DTSF_min_decrease
 
double Minimum_dt_but_still_proceed
 
bool Scale_arc_length
 Boolean to control whether arc-length should be scaled. More...
 
double Desired_proportion_of_arc_length
 Proportion of the arc-length to taken by the parameter. More...
 
double Theta_squared
 
int Sign_of_jacobian
 Storage for the sign of the global Jacobian. More...
 
double Continuation_direction
 
double Parameter_derivative
 Storage for the derivative of the global parameter wrt arc-length. More...
 
double Parameter_current
 Storage for the present value of the global parameter. More...
 
bool Use_continuation_timestepper
 Boolean to control original or new storage of dof stuff. More...
 
unsigned Dof_derivative_offset
 
unsigned Dof_current_offset
 
Vector< double > Dof_derivative
 Storage for the derivative of the problem variables wrt arc-length. More...
 
Vector< double > Dof_current
 Storage for the present values of the variables. More...
 
double Ds_current
 Storage for the current step value. More...
 
unsigned Desired_newton_iterations_ds
 
double Minimum_ds
 Minimum desired value of arc-length. More...
 
bool Bifurcation_detection
 Boolean to control bifurcation detection via determinant of Jacobian. More...
 
bool Bisect_to_find_bifurcation
 Boolean to control wheter bisection is used to located bifurcation. More...
 
bool First_jacobian_sign_change
 Boolean to indicate whether a sign change has occured in the Jacobian. More...
 
bool Arc_length_step_taken
 Boolean to indicate whether an arc-length step has been taken. More...
 
bool Use_finite_differences_for_continuation_derivatives
 
OomphCommunicator * Communicator_pt
 The communicator for this problem. More...
 
bool Always_take_one_newton_step
 
double Timestep_reduction_factor_after_nonconvergence
 
bool Keep_temporal_error_below_tolerance
 
- Static Protected Attributes inherited from oomph::Problem
static ContinuationStorageScheme Continuation_time_stepper
 Storage for the single static continuation timestorage object. More...
 

Detailed Description

template<class ELEMENT, class TIMESTEPPER>
class DiskShockWaveProblem< ELEMENT, TIMESTEPPER >

////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////////////////////////////// "Shock" wave propagates through an impulsively loaded circular disk.

Constructor & Destructor Documentation

◆ DiskShockWaveProblem()

template<class ELEMENT , class TIMESTEPPER >
DiskShockWaveProblem< ELEMENT, TIMESTEPPER >::DiskShockWaveProblem

Constructor:

Constructor.

283 {
284 
285 
286  //Allocate the timestepper
287  add_time_stepper_pt(new TIMESTEPPER);
288 
289  // Set coordinates and radius for the circle that defines
290  // the outer curvilinear boundary of the domain
291  double x_c=0.0;
292  double y_c=0.0;
293  double r=1.0;
294 
295  // Build geometric object that specifies the fish back in the
296  // undeformed configuration (basically a deep copy of the previous one)
297  GeomObject* curved_boundary_pt=new Circle(x_c,y_c,r,time_stepper_pt());
298 
299  // The curved boundary of the mesh is defined by the geometric object
300  // What follows are the start and end coordinates on the geometric object:
301  double xi_lo=0.0;
302  double xi_hi=2.0*atan(1.0);
303 
304  // Fraction along geometric object at which the radial dividing line
305  // is placed
306  double fract_mid=0.5;
307 
308  //Now create the mesh
310  curved_boundary_pt,xi_lo,fract_mid,xi_hi,time_stepper_pt());
311 
312  // Set up trace nodes as the nodes on boundary 1 (=curved boundary) in
313  // the original mesh (they exist under any refinement!)
314  unsigned nnod0=solid_mesh_pt()->nboundary_node(0);
315  unsigned nnod1=solid_mesh_pt()->nboundary_node(1);
316  Trace_node_pt.resize(nnod0+nnod1);
317  for (unsigned j=0;j<nnod0;j++)
318  {
319  Trace_node_pt[j]=solid_mesh_pt()->boundary_node_pt(0,j);
320  }
321  for (unsigned j=0;j<nnod1;j++)
322  {
323  Trace_node_pt[j+nnod0]=solid_mesh_pt()->boundary_node_pt(1,j);
324  }
325 
326  // Build traction element mesh
327  solid_mesh_pt()->make_traction_element_mesh(traction_mesh_pt());
328 
329  // Solid mesh is first sub-mesh
331 
332  // Traction mesh is first sub-mesh
334 
335  // Build combined "global" mesh
337 
338 
339  // Create/set error estimator
340  solid_mesh_pt()->spatial_error_estimator_pt()=new Z2ErrorEstimator;
341 
342  // Fiddle with adaptivity targets and doc
343  solid_mesh_pt()->max_permitted_error()=0.006; //0.03;
344  solid_mesh_pt()->min_permitted_error()=0.0006;// 0.0006; //0.003;
345  solid_mesh_pt()->doc_adaptivity_targets(cout);
346 
347  // Pin the bottom in the vertical direction
348  unsigned n_bottom = solid_mesh_pt()->nboundary_node(0);
349 
350  //Loop over the node
351  for(unsigned i=0;i<n_bottom;i++)
352  {
353  solid_mesh_pt()->boundary_node_pt(0,i)->pin_position(1);
354  }
355 
356  // Pin the left edge in the horizontal direction
357  unsigned n_side = solid_mesh_pt()->nboundary_node(2);
358  //Loop over the node
359  for(unsigned i=0;i<n_side;i++)
360  {
361  solid_mesh_pt()->boundary_node_pt(2,i)->pin_position(0);
362  }
363 
364  //Find number of elements in solid mesh
365  unsigned n_element =solid_mesh_pt()->nelement();
366 
367  //Set parameters and function pointers for solid elements
368  for(unsigned i=0;i<n_element;i++)
369  {
370  //Cast to a solid element
371  ELEMENT *el_pt = dynamic_cast<ELEMENT*>(mesh_pt()->element_pt(i));
372 
373  //Set the constitutive law
374  el_pt->constitutive_law_pt() =
376 
377  // Switch on inertia
378  el_pt->enable_inertia();
379  }
380 
381  // Pin the redundant solid pressures
383  solid_mesh_pt()->element_pt());
384 
385  //Find number of elements in traction mesh
386  n_element=traction_mesh_pt()->nelement();
387 
388  //Set function pointers for traction elements
389  for(unsigned i=0;i<n_element;i++)
390  {
391  //Cast to a solid traction element
393  dynamic_cast<SolidTractionElement<ELEMENT>*>
395 
396  //Set the traction function
398  }
399 
400  //Attach the boundary conditions to the mesh
401  cout << assign_eqn_numbers() << std::endl;
402 
403  // Refine uniformly
407 
408 
409  // Now the non-pinned positions of the SolidNodes will have been
410  // determined by interpolation. This is appropriate for uniform
411  // refinements once the code is up and running since we can't place
412  // new SolidNodes at the positions determined by the MacroElement.
413  // However, here we want to update the nodes to fit the exact
414  // intitial configuration.
415 
416  // Update all solid nodes based on the Mesh's Domain/MacroElement
417  // representation
418  bool update_all_solid_nodes=true;
419  solid_mesh_pt()->node_update(update_all_solid_nodes);
420 
421  // Now set the Eulerian equal to the Lagrangian coordinates
422  solid_mesh_pt()->set_lagrangian_nodal_coordinates();
423 
424 }
int i
Definition: BiCGSTAB_step_by_step.cpp:9
ElasticRefineableQuarterCircleSectorMesh< ELEMENT > *& solid_mesh_pt()
Access function for the solid mesh.
Definition: shock_disk.cc:220
Vector< Node * > Trace_node_pt
Vector of pointers to nodes whose position we're tracing.
Definition: shock_disk.cc:264
SolidMesh *& traction_mesh_pt()
Access function for the mesh of surface traction elements.
Definition: shock_disk.cc:226
Definition: c_style_output.cc:76
Definition: geom_objects.h:873
Definition: geom_objects.h:101
GeneralisedElement *& element_pt(const unsigned long &e)
Return pointer to element e.
Definition: mesh.h:448
unsigned long nelement() const
Return number of elements in the mesh.
Definition: mesh.h:590
Definition: solid_elements.h:58
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
Mesh *& mesh_pt()
Return a pointer to the global mesh.
Definition: problem.h:1280
unsigned long assign_eqn_numbers(const bool &assign_local_eqn_numbers=true)
Definition: problem.cc:1989
TimeStepper *& time_stepper_pt()
Definition: problem.h:1524
void refine_uniformly()
Definition: problem.h:2640
Definition: solid_traction_elements.h:78
void(*&)(const Vector< double > &xi, const Vector< double > &x, const Vector< double > &n, Vector< double > &traction) traction_fct_pt()
Reference to the traction function pointer.
Definition: solid_traction_elements.h:159
Definition: error_estimator.h:266
EIGEN_STRONG_INLINE EIGEN_DEVICE_FUNC bfloat16 atan(const bfloat16 &a)
Definition: BFloat16.h:636
void constant_pressure(const Vector< double > &xi, const Vector< double > &x, const Vector< double > &n, Vector< double > &traction)
Constant pressure load.
Definition: TwenteMeshGluing.cpp:80
ConstitutiveLaw * Constitutive_law_pt
Pointer to constitutive law.
Definition: TwenteMeshGluing.cpp:65
r
Definition: UniformPSDSelfTest.py:20
std::ptrdiff_t j
Definition: tut_arithmetic_redux_minmax.cpp:2

References Eigen::bfloat16_impl::atan(), Global_Physical_Variables::constant_pressure(), Global_Physical_Variables::Constitutive_law_pt, i, j, UniformPSDSelfTest::r, and oomph::SolidTractionElement< ELEMENT >::traction_fct_pt.

Member Function Documentation

◆ actions_after_adapt()

template<class ELEMENT , class TIMESTEPPER >
void DiskShockWaveProblem< ELEMENT, TIMESTEPPER >::actions_after_adapt
virtual

Actions after adaption: Kill and then re-build the traction elements on boundary 1 and re-assign the equation numbers

Kill and then re-build the traction elements on boundary 1, pin redundant pressure dofs and re-assign the equation numbers.

Reimplemented from oomph::Problem.

437 {
438  // Wipe and re-build traction element mesh
439  solid_mesh_pt()->remake_traction_element_mesh(traction_mesh_pt());
440 
441  // Re-build combined "global" mesh
443 
444  //Find number of elements in traction mesh
445  unsigned n_element=traction_mesh_pt()->nelement();
446 
447  //Loop over the elements in the traction element mesh
448  for(unsigned i=0;i<n_element;i++)
449  {
450  //Cast to a solid traction element
452  dynamic_cast<SolidTractionElement<ELEMENT>*>
454 
455  //Set the traction function
457  }
458 
459  // Pin the redundant solid pressures
461  solid_mesh_pt()->element_pt());
462 
463 
464  //Do equation numbering
465  cout << assign_eqn_numbers() << std::endl;
466 
467 }
void rebuild_global_mesh()
Definition: problem.cc:1533

References Global_Physical_Variables::constant_pressure(), i, and oomph::SolidTractionElement< ELEMENT >::traction_fct_pt.

◆ actions_after_newton_solve()

template<class ELEMENT , class TIMESTEPPER >
void DiskShockWaveProblem< ELEMENT, TIMESTEPPER >::actions_after_newton_solve ( )
inlinevirtual

Update function (empty)

Reimplemented from oomph::Problem.

235 {}

◆ actions_before_newton_solve()

template<class ELEMENT , class TIMESTEPPER >
void DiskShockWaveProblem< ELEMENT, TIMESTEPPER >::actions_before_newton_solve ( )
inlinevirtual

Update function (empty)

Reimplemented from oomph::Problem.

238 {}

◆ doc_displ_and_veloc()

template<class ELEMENT , class TIMESTEPPER >
void DiskShockWaveProblem< ELEMENT, TIMESTEPPER >::doc_displ_and_veloc ( const int &  stage = 0)

Doc displacement and velocity: label file with before and after.

Doc displacement and veloc in displ_and_veloc*.dat. The int stage defaults to 0, in which case the '*' in the filename is simply the step number specified by the Problem's DocInfo object. If it's +/-1, the word "before" and "after" get inserted. This allows checking of the veloc/displacment interpolation during adaptive mesh refinement.

615 {
616 
617  ofstream some_file;
618  char filename[100];
619 
620  // Number of plot points
621  unsigned npts;
622  npts=5;
623 
624  // Open file
625  if (stage==-1)
626  {
627  sprintf(filename,"%s/displ_and_veloc_before%i.dat",
628  Doc_info.directory().c_str(),Doc_info.number());
629  }
630  else if (stage==1)
631  {
632  sprintf(filename,"%s/displ_and_veloc_after%i.dat",
633  Doc_info.directory().c_str(),Doc_info.number());
634  }
635  else
636  {
637  sprintf(filename,"%s/displ_and_veloc%i.dat",
638  Doc_info.directory().c_str(),Doc_info.number());
639  }
640  some_file.open(filename);
641 
642  Vector<double> s(2),x(2),dxdt(2),xi(2),displ(2);
643 
644  //Loop over solid elements
645  unsigned nel=solid_mesh_pt()->nelement();
646  for (unsigned e=0;e<nel;e++)
647  {
648  some_file << "ZONE I=" << npts << ", J=" << npts << std::endl;
649  for (unsigned i=0;i<npts;i++)
650  {
651  s[0]=-1.0+2.0*double(i)/double(npts-1);
652  for (unsigned j=0;j<npts;j++)
653  {
654  s[1]=-1.0+2.0*double(j)/double(npts-1);
655 
656  // Cast to full element type
657  ELEMENT* el_pt=dynamic_cast<ELEMENT*>(solid_mesh_pt()->
658  finite_element_pt(e));
659 
660  // Eulerian coordinate
661  el_pt->interpolated_x(s,x);
662 
663  // Lagrangian coordinate
664  el_pt->interpolated_xi(s,xi);
665 
666  // Displacement
667  displ[0]=x[0]-xi[0];
668  displ[1]=x[1]-xi[1];
669 
670  // Velocity (1st deriv)
671  el_pt->interpolated_dxdt(s,1,dxdt);
672 
673  some_file << x[0] << " " << x[1] << " "
674  << displ[0] << " " << displ[1] << " "
675  << dxdt[0] << " " << dxdt[1] << " "
676  << std::endl;
677  }
678  }
679  }
680  some_file.close();
681 
682 }
Array< double, 1, 3 > e(1./3., 0.5, 2.)
DocInfo Doc_info
Definition: shock_disk.cc:258
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
RealScalar s
Definition: level1_cplx_impl.h:130
string filename
Definition: MergeRestartFiles.py:39
list x
Definition: plotDoE.py:28

References oomph::DocInfo::directory(), GlobalParameters::Doc_info, e(), MergeRestartFiles::filename, i, j, oomph::DocInfo::number(), s, and plotDoE::x.

◆ doc_solution()

template<class ELEMENT , class TIMESTEPPER >
void DiskShockWaveProblem< ELEMENT, TIMESTEPPER >::doc_solution

Doc the solution.

475 {
476  // Number of plot points
477  unsigned npts;
478  npts=5;
479 
480  // Output shape of deformed body
481  ofstream some_file;
482  char filename[100];
483  sprintf(filename,"%s/soln%i.dat",Doc_info.directory().c_str(),
484  Doc_info.number());
485  some_file.open(filename);
486  solid_mesh_pt()->output(some_file,npts);
487  some_file.close();
488 
489 
490  // Output traction
491  unsigned nel=traction_mesh_pt()->nelement();
492  sprintf(filename,"%s/traction%i.dat",Doc_info.directory().c_str(),
493  Doc_info.number());
494  some_file.open(filename);
495  Vector<double> unit_normal(2);
496  Vector<double> traction(2);
497  Vector<double> x_dummy(2);
498  Vector<double> s_dummy(1);
499  for (unsigned e=0;e<nel;e++)
500  {
501  some_file << "ZONE " << std::endl;
502  for (unsigned i=0;i<npts;i++)
503  {
504  s_dummy[0]=-1.0+2.0*double(i)/double(npts-1);
506  dynamic_cast<SolidTractionElement<ELEMENT>*>(
508  el_pt->outer_unit_normal(s_dummy,unit_normal);
509  el_pt->traction(s_dummy,traction);
510  el_pt->interpolated_x(s_dummy,x_dummy);
511  some_file << x_dummy[0] << " " << x_dummy[1] << " "
512  << traction[0] << " " << traction[1] << " "
513  << std::endl;
514  }
515  }
516  some_file.close();
517 
518  // Doc displacement and velocity
520 
521  // Get displacement as a function of the radial coordinate
522  // along boundary 0
523  {
524 
525  // Number of elements along boundary 0:
526  unsigned nelem=solid_mesh_pt()->nboundary_element(0);
527 
528  // Open files
529  sprintf(filename,"%s/displ%i.dat",Doc_info.directory().c_str(),
530  Doc_info.number());
531  some_file.open(filename);
532 
533  Vector<double> s(2);
534  Vector<double> x(2);
535  Vector<double> dxdt(2);
536  Vector<double> xi(2);
537  Vector<double> r_exact(2);
538  Vector<double> v_exact(2);
539 
540  for (unsigned e=0;e<nelem;e++)
541  {
542  some_file << "ZONE " << std::endl;
543  for (unsigned i=0;i<npts;i++)
544  {
545  // Move along bottom edge of element
546  s[0]=-1.0+2.0*double(i)/double(npts-1);
547  s[1]=-1.0;
548 
549  // Get pointer to element
550  SolidFiniteElement* el_pt=dynamic_cast<SolidFiniteElement*>
551  (solid_mesh_pt()->boundary_element_pt(0,e));
552 
553  // Get Lagrangian coordinate
554  el_pt->interpolated_xi(s,xi);
555 
556  // Get Eulerian coordinate
557  el_pt->interpolated_x(s,x);
558 
559  // Get velocity
560  el_pt->interpolated_dxdt(s,1,dxdt);
561 
562  // Plot radial distance and displacement
563  some_file << xi[0] << " " << x[0]-xi[0] << " "
564  << dxdt[0] << std::endl;
565  }
566  }
567  some_file.close();
568  }
569 
570 
571  // Write trace file
572  Trace_file << time_pt()->time() << " ";
573  unsigned ntrace_node=Trace_node_pt.size();
574  for (unsigned j=0;j<ntrace_node;j++)
575  {
576  Trace_file << sqrt(pow(Trace_node_pt[j]->x(0),2)+
577  pow(Trace_node_pt[j]->x(1),2)) << " ";
578  }
579  Trace_file << std::endl;
580 
581 
582  // removed until Jacobi eigensolver is re-instated
583  // // Output principal stress vectors at the centre of all elements
584  // SolidHelpers::doc_2D_principal_stress<ELEMENT>(Doc_info,solid_mesh_pt());
585 
586 // // Write restart file
587 // sprintf(filename,"%s/restart%i.dat",Doc_info.directory().c_str(),
588 // Doc_info.number());
589 // some_file.open(filename);
590 // dump_it(some_file);
591 // some_file.close();
592 
593 
594  cout << "Doced solution for step "
595  << Doc_info.number()
596  << std::endl << std::endl << std::endl;
597 }
AnnoyingScalar sqrt(const AnnoyingScalar &x)
Definition: AnnoyingScalar.h:134
void doc_displ_and_veloc(const int &stage=0)
Doc displacement and velocity: label file with before and after.
Definition: shock_disk.cc:613
ofstream Trace_file
Trace file.
Definition: shock_disk.cc:261
void outer_unit_normal(const Vector< double > &s, Vector< double > &unit_normal) const
Compute outer unit normal at the specified local coordinate.
Definition: elements.cc:6006
double interpolated_x(const Vector< double > &s, const unsigned &i) const
Definition: elements.h:4528
virtual double interpolated_x(const Vector< double > &s, const unsigned &i) const
Return FE interpolated coordinate x[i] at local coordinate s.
Definition: elements.cc:3962
virtual double interpolated_dxdt(const Vector< double > &s, const unsigned &i, const unsigned &t)
Definition: elements.cc:4596
FiniteElement * finite_element_pt(const unsigned &e) const
Definition: mesh.h:473
Time *& time_pt()
Return a pointer to the global time object.
Definition: problem.h:1504
Definition: elements.h:3561
virtual double interpolated_xi(const Vector< double > &s, const unsigned &i) const
Definition: elements.cc:7104
void traction(const Vector< double > &s, Vector< double > &traction)
Definition: solid_traction_elements.h:286
double & time()
Return the current value of the continuous time.
Definition: timesteppers.h:123
EIGEN_STRONG_INLINE EIGEN_DEVICE_FUNC bfloat16 pow(const bfloat16 &a, const bfloat16 &b)
Definition: BFloat16.h:625

References oomph::DocInfo::directory(), GlobalParameters::Doc_info, e(), MergeRestartFiles::filename, i, oomph::FiniteElement::interpolated_dxdt(), oomph::FiniteElement::interpolated_x(), oomph::FaceElement::interpolated_x(), oomph::SolidFiniteElement::interpolated_xi(), j, oomph::DocInfo::number(), oomph::FaceElement::outer_unit_normal(), Eigen::bfloat16_impl::pow(), s, sqrt(), oomph::Problem_Parameter::Trace_file, oomph::SolidTractionElement< ELEMENT >::traction(), and plotDoE::x.

◆ dump_it()

template<class ELEMENT , class TIMESTEPPER >
void DiskShockWaveProblem< ELEMENT, TIMESTEPPER >::dump_it ( ofstream &  dump_file)

Dump the solution.

Dump problem-specific parameters values, then dump generic problem data.

691 {
692  // Call generic dump()
693  Problem::dump(dump_file);
694 }

◆ restart()

template<class ELEMENT , class TIMESTEPPER >
void DiskShockWaveProblem< ELEMENT, TIMESTEPPER >::restart ( ifstream &  restart_file)

Read solution from disk.

Read problem-specific parameter values, then recover generic problem data.

703 {
704  // Read generic problem data
705  Problem::read(restart_file);
706 }
static EIGEN_DEVICE_FUNC EIGEN_STRONG_INLINE std::enable_if_t< PacketLoad, PacketType > read(const TensorMapper &tensorMapper, const StorageIndex &NCIndex, const StorageIndex &CIndex, const StorageIndex &ld)
read, a template function used for loading the data from global memory. This function is used to guar...
Definition: TensorContractionSycl.h:162

References Eigen::TensorSycl::internal::read().

◆ run()

template<class ELEMENT , class TIMESTEPPER >
void DiskShockWaveProblem< ELEMENT, TIMESTEPPER >::run ( const unsigned &  case_number)

Run the problem; specify case_number to label output directory.

Run the problem; specify case_number to label output directory

716 {
717 
718  // If there's a command line argument, run the validation (i.e. do only
719  // 3 timesteps; otherwise do a few cycles
720  unsigned nstep=400;
721  if (CommandLineArgs::Argc!=1)
722  {
723  nstep=3;
724  }
725 
726  // Define output directory
727  char dirname[100];
728  sprintf(dirname,"RESLT%i",case_number);
729  Doc_info.set_directory(dirname);
730 
731  // Step number
732  Doc_info.number()=0;
733 
734  // Open trace file
735  char filename[100];
736  sprintf(filename,"%s/trace.dat",Doc_info.directory().c_str());
737  Trace_file.open(filename);
738 
739  // Set up trace nodes as the nodes on boundary 1 (=curved boundary) in
740  // the original mesh (they exist under any refinement!)
741  unsigned nnod0=solid_mesh_pt()->nboundary_node(0);
742  unsigned nnod1=solid_mesh_pt()->nboundary_node(1);
743  Trace_file << "VARIABLES=\"time\"";
744  for (unsigned j=0;j<nnod0;j++)
745  {
746  Trace_file << ", \"radial node " << j << "\" ";
747  }
748  for (unsigned j=0;j<nnod1;j++)
749  {
750  Trace_file << ", \"azimuthal node " << j << "\" ";
751  }
752  Trace_file << std::endl;
753 
754 
755 
756 // // Restart?
757 // //---------
758 
759 // // Pointer to restart file
760 // ifstream* restart_file_pt=0;
761 
762 // // No restart
763 // //-----------
764 // if (CommandLineArgs::Argc==1)
765 // {
766 // cout << "No restart" << std::endl;
767 // }
768 // // Restart
769 // //--------
770 // else if (CommandLineArgs::Argc==2)
771 // {
772 // // Open restart file
773 // restart_file_pt=new ifstream(CommandLineArgs::Argv[1],ios_base::in);
774 // if (restart_file_pt!=0)
775 // {
776 // cout << "Have opened " << CommandLineArgs::Argv[1] <<
777 // " for restart. " << std::endl;
778 // }
779 // else
780 // {
781 // cout << "ERROR while trying to open " << CommandLineArgs::Argv[1] <<
782 // " for restart." << std::endl;
783 // }
784 // // Do the actual restart
785 // pause("need to do the actual restart");
786 // //problem.restart(*restart_file_pt);
787 // }
788 // // More than one restart file specified?
789 // else
790 // {
791 // cout << "Can only specify one input file " << std::endl;
792 // cout << "You specified the following command line arguments: " << std::endl;
793 // CommandLineArgs::output();
794 // //assert(false);
795 // }
796 
797 
798  // Initial parameter values
800 
801  // Initialise time
802  double time0=0.0;
803  time_pt()->time()=time0;
804 
805  // Set initial timestep
806  double dt=0.01;
807 
808  // Impulsive start
810 
811  // Doc initial state
812  doc_solution();
813  Doc_info.number()++;
814 
815  // First step without adaptivity
817  doc_solution();
818  Doc_info.number()++;
819 
820  //Timestepping loop for subsequent steps with adaptivity
821  unsigned max_adapt=1;
822  for(unsigned i=1;i<nstep;i++)
823  {
824  unsteady_newton_solve(dt,max_adapt,false);
825  doc_solution();
826  Doc_info.number()++;
827  }
828 
829 }
void doc_solution()
Doc the solution.
Definition: shock_disk.cc:474
void set_directory(const std::string &directory)
Definition: oomph_utilities.cc:298
void assign_initial_values_impulsive()
Definition: problem.cc:11499
void unsteady_newton_solve(const double &dt)
Definition: problem.cc:10953
double P
Uniform pressure.
Definition: TwenteMeshGluing.cpp:77
int Argc
Number of arguments + 1.
Definition: oomph_utilities.cc:407

References oomph::CommandLineArgs::Argc, oomph::DocInfo::directory(), GlobalParameters::Doc_info, MergeRestartFiles::filename, i, j, oomph::DocInfo::number(), Global_Physical_Variables::P, oomph::DocInfo::set_directory(), and oomph::Problem_Parameter::Trace_file.

◆ solid_mesh_pt()

template<class ELEMENT , class TIMESTEPPER >
ElasticRefineableQuarterCircleSectorMesh<ELEMENT>*& DiskShockWaveProblem< ELEMENT, TIMESTEPPER >::solid_mesh_pt ( )
inline

Access function for the solid mesh.

221  {
222  return Solid_mesh_pt;
223  }
ElasticRefineableQuarterCircleSectorMesh< ELEMENT > * Solid_mesh_pt
Pointer to solid mesh.
Definition: shock_disk.cc:267

◆ traction_mesh_pt()

template<class ELEMENT , class TIMESTEPPER >
SolidMesh*& DiskShockWaveProblem< ELEMENT, TIMESTEPPER >::traction_mesh_pt ( )
inline

Access function for the mesh of surface traction elements.

227  {
228  return Traction_mesh_pt;
229  }
SolidMesh * Traction_mesh_pt
Pointer to mesh of traction elements.
Definition: shock_disk.cc:270

Member Data Documentation

◆ Doc_info

template<class ELEMENT , class TIMESTEPPER >
DocInfo DiskShockWaveProblem< ELEMENT, TIMESTEPPER >::Doc_info
private

◆ Solid_mesh_pt

template<class ELEMENT , class TIMESTEPPER >
ElasticRefineableQuarterCircleSectorMesh<ELEMENT>* DiskShockWaveProblem< ELEMENT, TIMESTEPPER >::Solid_mesh_pt
private

Pointer to solid mesh.

◆ Trace_file

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

Trace file.

◆ Trace_node_pt

template<class ELEMENT , class TIMESTEPPER >
Vector<Node*> DiskShockWaveProblem< ELEMENT, TIMESTEPPER >::Trace_node_pt
private

Vector of pointers to nodes whose position we're tracing.

◆ Traction_mesh_pt

template<class ELEMENT , class TIMESTEPPER >
SolidMesh* DiskShockWaveProblem< ELEMENT, TIMESTEPPER >::Traction_mesh_pt
private

Pointer to mesh of traction elements.


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