unstructured_two_d_solid.cc

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//LIC// Copyright (C) 2006-2024 Matthias Heil and Andrew Hazel
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//LIC//====================================================================
// Driver code for a simple unstructured solid problem using a mesh
// generated from an input file generated by the triangle mesh generator
// Triangle.
 
//Generic routines
#include "generic.h"
#include "solid.h"
#include "constitutive.h"
 
 
// The mesh
#include "meshes/triangle_mesh.h"
 
using namespace std;
using namespace oomph;
 
 
//================start_mesh===============================================
/// Triangle-based mesh upgraded to become a solid mesh
//=========================================================================
template<class ELEMENT>
class ElasticTriangleMesh : public virtual TriangleMesh<ELEMENT>, 
                            public virtual SolidMesh 
{
 
public:
 
 /// Constructor: 
 ElasticTriangleMesh(const std::string& node_file_name,
                     const std::string& element_file_name,
                     const std::string& poly_file_name,
                     TimeStepper* time_stepper_pt=
                     &Mesh::Default_TimeStepper) : 
 TriangleMesh<ELEMENT>(node_file_name,element_file_name,
                       poly_file_name, time_stepper_pt)
  {
   //Assign the Lagrangian coordinates
   set_lagrangian_nodal_coordinates();
 
   // Identify special boundaries
   set_nboundary(3);
 
   unsigned n_node=this->nnode();
   for (unsigned j=0;j<n_node;j++)
    {
     Node* nod_pt=this->node_pt(j);
 
     // Boundary 1 is lower boundary
     if (nod_pt->x(1)<0.15)
      {
       this->remove_boundary_node(0,nod_pt);
       this->add_boundary_node(1,nod_pt);
      }
 
     // Boundary 2 is upper boundary
     if (nod_pt->x(1)>2.69)
      {
       this->remove_boundary_node(0,nod_pt);
       this->add_boundary_node(2,nod_pt);
      }
    }
 
   std::cout << "About to setup the boundary elements" << std::endl;
   // Re-setup boundary info, i.e. elements next to boundaries
   TriangleMesh<ELEMENT>::setup_boundary_element_info();
   //This is the bit that has gone wrong
  }
 
 /// Empty Destructor
 virtual ~ElasticTriangleMesh() { }
 
};
 
/// ////////////////////////////////////////////////////////////////////
/// ////////////////////////////////////////////////////////////////////
/// ////////////////////////////////////////////////////////////////////
 
 
 
//=======start_namespace==========================================
/// Global variables
//================================================================
namespace Global_Physical_Variables
{
 /// Poisson's ratio
 double Nu=0.3;
 
 /// Pointer to constitutive law
 ConstitutiveLaw* Constitutive_law_pt=0;
 
 /// Non-dim gravity
 double Gravity=0.0;
 
 /// Non-dimensional gravity as body force
 void gravity(const double& time, 
              const Vector<double> &xi, 
              Vector<double> &b)
 {
  b[0]=0.0;
  b[1]=-Gravity;
 }
 
 /// Uniform pressure
 double P = 0.0;
 
 /// Constant pressure load. The arguments to this function are imposed
 /// on us by the SolidTractionElements which allow the traction to 
 /// depend on the Lagrangian and Eulerian coordinates x and xi, and on the 
 /// outer unit normal to the surface. Here we only need the outer unit
 /// normal.
 void constant_pressure(const Vector<double> &xi, const Vector<double> &x,
                        const Vector<double> &n, Vector<double> &traction)
 {
  unsigned dim = traction.size();
  for(unsigned i=0;i<dim;i++)
   {
    traction[i] = -P*n[i];
   }
 } 
 
} //end namespace
 
 
 
 
 
 
//==============start_problem=========================================
/// Unstructured solid problem
//====================================================================
template<class ELEMENT> 
class UnstructuredSolidProblem : public Problem
{
 
public:
 
 /// Constructor: 
 UnstructuredSolidProblem();
 
 /// Destructor (empty)
 ~UnstructuredSolidProblem(){}
 
 /// Doc the solution
 void doc_solution(DocInfo& doc_info);
 
private:
 
 /// Bulk mesh
 ElasticTriangleMesh<ELEMENT>* Solid_mesh_pt;
 
 /// Pointer to mesh of traction elements
 SolidMesh* Traction_mesh_pt;
 
};
 
 
 
//===============start_constructor========================================
/// Constructor for unstructured solid problem
//========================================================================
template<class ELEMENT>
UnstructuredSolidProblem<ELEMENT>::UnstructuredSolidProblem()
{  
 
 //Create solid mesh
 string node_file_name="solid.fig.1.node";
 string element_file_name="solid.fig.1.ele";
 string poly_file_name="solid.fig.1.poly"; 
 Solid_mesh_pt = new ElasticTriangleMesh<ELEMENT>(node_file_name,
                                                  element_file_name,
                                                  poly_file_name);
 
 // Traction elements are located on boundary 2:
 unsigned b=2;
 
 // Make traction mesh
 Traction_mesh_pt=new SolidMesh;
 
 // How many bulk elements are adjacent to boundary b?
 unsigned n_element = Solid_mesh_pt->nboundary_element(b);
 
 // Loop over the bulk elements adjacent to boundary b
 for(unsigned e=0;e<n_element;e++)
  {
   // Get pointer to the bulk element that is adjacent to boundary b
   ELEMENT* bulk_elem_pt = dynamic_cast<ELEMENT*>(
    Solid_mesh_pt->boundary_element_pt(b,e));
   
   //Find the index of the face of element e along boundary b
   int face_index = Solid_mesh_pt->face_index_at_boundary(b,e);
   
   //Create solid traction element
   SolidTractionElement<ELEMENT> *el_pt = 
    new SolidTractionElement<ELEMENT>(bulk_elem_pt,face_index);   
   
   // Add to mesh
   Traction_mesh_pt->add_element_pt(el_pt);
 
   //Set the traction function
   el_pt->traction_fct_pt() = Global_Physical_Variables::constant_pressure;
  }  
 
 // Add sub meshes
 add_sub_mesh(Solid_mesh_pt);
 add_sub_mesh(Traction_mesh_pt);
 
 // Build global mesh
 build_global_mesh();
 
 // Doc pinned solid nodes
 std::ofstream bc_file("pinned_nodes.dat");
 
 // Pin both positions at lower boundary (boundary 1)
 unsigned ibound=1;
 unsigned num_nod= mesh_pt()->nboundary_node(ibound);
 for (unsigned inod=0;inod<num_nod;inod++)
  {  
 
   // Get node
   SolidNode* nod_pt=Solid_mesh_pt->boundary_node_pt(ibound,inod);
   
   // Pin both directions
   for (unsigned i=0;i<2;i++)
    {
     nod_pt->pin_position(i);
     
     // ...and doc it as pinned
     bc_file << nod_pt->x(i) << " ";
    }
 
   bc_file << std::endl;
  }
 bc_file.close();
 
 
 // Complete the build of all elements so they are fully functional
 n_element = Solid_mesh_pt->nelement();
 for(unsigned i=0;i<n_element;i++)
  {
   //Cast to a solid element
   ELEMENT *el_pt = dynamic_cast<ELEMENT*>(Solid_mesh_pt->element_pt(i));
   
   // Set the constitutive law
   el_pt->constitutive_law_pt() =
    Global_Physical_Variables::Constitutive_law_pt;
   
   //Set the body force
   el_pt->body_force_fct_pt() = Global_Physical_Variables::gravity;
  }
   
 // Setup equation numbering scheme
 cout <<"Number of equations: " << assign_eqn_numbers() << std::endl; 
 
} //end constructor
 
 
//========================================================================
/// Doc the solution
//========================================================================
template<class ELEMENT>
void UnstructuredSolidProblem<ELEMENT>::doc_solution(DocInfo& doc_info)
{ 
 
 ofstream some_file;
 char filename[100];
 
 // Number of plot points
 unsigned npts;
 npts=5;
 
 // Output solution
 //----------------
 sprintf(filename,"%s/soln%i.dat",doc_info.directory().c_str(),
         doc_info.number());
 some_file.open(filename);
 Solid_mesh_pt->output(some_file,npts);
 some_file.close();
 
 // Output traction
 //----------------
 sprintf(filename,"%s/traction%i.dat",doc_info.directory().c_str(),
         doc_info.number());
 some_file.open(filename);
 Traction_mesh_pt->output(some_file,npts);
 some_file.close();
 
 // Output boundaries
 //------------------
 sprintf(filename,"%s/boundaries.dat",doc_info.directory().c_str());
 some_file.open(filename);
 Solid_mesh_pt->output_boundaries(some_file);
 some_file.close();
 
}
 
 
 
 
 
//===========start_main===================================================
/// Demonstrate how to solve an unstructured solid problem
//========================================================================
int main()
{
 // Label for output
 DocInfo doc_info;
 
 // Output directory
 doc_info.set_directory("RESLT");
 
 // Create generalised Hookean constitutive equations
 Global_Physical_Variables::Constitutive_law_pt = 
  new GeneralisedHookean(&Global_Physical_Variables::Nu);
 
 {
  std::cout << "Running with pure displacement formulation\n";
 
  //Set up the problem
  UnstructuredSolidProblem<TPVDElement<2,3> > problem;
  
  //Output initial configuration
  problem.doc_solution(doc_info);
  doc_info.number()++;
  
  // Parameter study
  Global_Physical_Variables::Gravity=2.0e-4;
  Global_Physical_Variables::P=0.0;
  double pressure_increment=-1.0e-4;
  
  unsigned nstep=2; // 10;
  for (unsigned istep=0;istep<nstep;istep++)
   {
    // Solve the problem
    problem.newton_solve();
    
    //Output solution
    problem.doc_solution(doc_info);
    doc_info.number()++;
    
    // Bump up suction
    Global_Physical_Variables::P+=pressure_increment;
   }
 } //end_displacement_formulation
 
 //Repeat for displacement/pressure formulation 
 {
  std::cout << "Running with pressure/displacement formulation\n";
 
  // Change output directory
  doc_info.set_directory("RESLT_pres_disp");
  //Reset doc_info number
  doc_info.number() = 0;
  
  //Set up the problem
  UnstructuredSolidProblem<TPVDElementWithContinuousPressure<2> > problem;
  
  //Output initial configuration
  problem.doc_solution(doc_info);
  doc_info.number()++;
  
  // Parameter study
  Global_Physical_Variables::Gravity=2.0e-4;
  Global_Physical_Variables::P=0.0;
  double pressure_increment=-1.0e-4;
  
  unsigned nstep=2;
  for (unsigned istep=0;istep<nstep;istep++)
   {
    // Solve the problem
    problem.newton_solve();
    
    //Output solution
    problem.doc_solution(doc_info);
    doc_info.number()++;
    
    // Bump up suction
    Global_Physical_Variables::P+=pressure_increment;
   }
 }
 
 
 //Repeat for displacement/pressure formulation 
 //enforcing incompressibility
 {
  std::cout << 
   "Running with pressure/displacement formulation (incompressible) \n";
 
  // Change output directory
  doc_info.set_directory("RESLT_pres_disp_incomp");
  //Reset doc_info number
  doc_info.number() = 0;
  
  //Set up the problem
  UnstructuredSolidProblem<TPVDElementWithContinuousPressure<2> > problem;
  
  //Loop over all elements and set incompressibility flag
  {
   const unsigned n_element = problem.mesh_pt()->nelement();
   for(unsigned e=0;e<n_element;e++)
    {
     //Cast the element to the equation base of our 2D elastiticy elements
     PVDEquationsWithPressure<2> *cast_el_pt =
      dynamic_cast<PVDEquationsWithPressure<2>*>(
       problem.mesh_pt()->element_pt(e));
     
     //If the cast was successful, it's a bulk element, 
     //so set the incompressibilty flag
     if(cast_el_pt) {cast_el_pt->set_incompressible();}
    }
  }
 
 
  //Output initial configuration
  problem.doc_solution(doc_info);
  doc_info.number()++;
  
  // Parameter study
  Global_Physical_Variables::Gravity=2.0e-4;
  Global_Physical_Variables::P=0.0;
  double pressure_increment=-1.0e-4;
  
  unsigned nstep=2;
  for (unsigned istep=0;istep<nstep;istep++)
   {
    // Solve the problem
    problem.newton_solve();
    
    //Output solution
    problem.doc_solution(doc_info);
    doc_info.number()++;
    
    // Bump up suction
    Global_Physical_Variables::P+=pressure_increment;
   }
 }
 
 
 
} // end main