SystemMatricesx.h File Reference

#include "../../classes/classes.h"
#include "../../analyses/analyses.h"

Go to the source code of this file.

Functions
void	SystemMatricesx (Matrix< IssmDouble > **pKff, Matrix< IssmDouble > **pKfs, Vector< IssmDouble > **ppf, Vector< IssmDouble > **pdf, IssmDouble *pkmax, FemModel *femmodel, bool isAllocated=false)

Function Documentation

SystemMatricesx()

void SystemMatricesx	(	Matrix< IssmDouble > **	pKff,
		Matrix< IssmDouble > **	pKfs,
		Vector< IssmDouble > **	ppf,
		Vector< IssmDouble > **	pdf,
		IssmDouble *	pkmax,
		FemModel *	femmodel,
		bool	isAllocated = false
	)

Definition at line 10 of file SystemMatricesx.cpp.

                                                                                                                                                                                      {
 
   /*intermediary: */
   int      i,M,N;
   int      analysisenum;
   Element *element = NULL;
   Load    *load    = NULL;
 
   /*output: */
   Matrix<IssmDouble> *Kff  = NULL;
   Matrix<IssmDouble> *Kfs  = NULL;
   Vector<IssmDouble> *pf   = NULL;
   Vector<IssmDouble> *df   = NULL;
   IssmDouble          kmax = 0;
 
   /*Display message*/
   if(VerboseModule()) _printf0_("   Allocating matrices");
 
   /*retrieve parameters: */
   femmodel->parameters->FindParam(&analysisenum,AnalysisTypeEnum);
   Analysis* analysis = EnumToAnalysis(analysisenum);
 
   /*Check if there are penalties*/
   bool ispenalty = femmodel->loads->IsPenalty();
 
   /*First, we might need to do a dry run to get kmax if penalties are employed*/
   if(ispenalty){
 
      /*Allocate Kff_temp*/
      Matrix<IssmDouble> *Kff_temp = NULL;
      AllocateSystemMatricesx(&Kff_temp,NULL,NULL,NULL,femmodel);
 
      /*Get complete stiffness matrix without penalties*/
      for (i=0;i<femmodel->elements->Size();i++){
         element=xDynamicCast<Element*>(femmodel->elements->GetObjectByOffset(i));
         if(!element->AnyFSet() && analysisenum!=StressbalanceAnalysisEnum) continue;
         ElementMatrix* Ke = analysis->CreateKMatrix(element);
         ElementVector* pe = analysis->CreatePVector(element);
         element->ReduceMatrices(Ke,pe);
         if(Ke) Ke->AddToGlobal(Kff_temp,NULL);
         delete Ke;
         delete pe;
      }
 
      for (i=0;i<femmodel->loads->Size();i++){
         load=xDynamicCast<Load*>(femmodel->loads->GetObjectByOffset(i));
         load->CreateKMatrix(Kff_temp,NULL);
      }
      Kff_temp->Assemble();
 
      /*Now, figure out maximum value of stiffness matrix, so that we can penalize it correctly: */
      kmax=Kff_temp->Norm(NORM_INF);
      delete Kff_temp;
   }
 
   /*Allocate stiffness matrices and load vector*/
   if(isAllocated) {
      Kff  = *pKff;
      Kfs  = *pKfs;
      pf   = *ppf;
      df   = *pdf;
   }
   else {
      AllocateSystemMatricesx(&Kff,&Kfs,&df,&pf,femmodel);
   }
 
   /*Display size*/
   if(VerboseModule()){
      Kff->GetSize(&M,&N);
      _printf0_(" (Kff stiffness matrix size: "<<M<<" x "<<N<<")\n");
   }
 
   if(VerboseModule()) _printf0_("   Assembling matrices\n");
 
   /*Fill stiffness matrix and load vector from elements*/
   for (i=0;i<femmodel->elements->Size();i++){
      element=xDynamicCast<Element*>(femmodel->elements->GetObjectByOffset(i));
      if(!element->AnyFSet() && analysisenum!=StressbalanceAnalysisEnum) continue;
      ElementMatrix* Ke = analysis->CreateKMatrix(element);
      ElementVector* pe = analysis->CreatePVector(element);
      element->ReduceMatrices(Ke,pe);
      if(Ke) Ke->AddToGlobal(Kff,Kfs);
      if(pe){
         pe->AddToGlobal(pf);
      }
      delete Ke;
      delete pe;
   }
 
   /*Fill stiffness matrix and load vector from loads*/
   for(i=0;i<femmodel->loads->Size();i++){
      load=xDynamicCast<Load*>(femmodel->loads->GetObjectByOffset(i));
      load->CreateKMatrix(Kff,Kfs);
      load->CreatePVector(pf);
   }
 
   /*Now deal with penalties (only in loads)*/
   if(ispenalty){
      for (i=0;i<femmodel->loads->Size();i++){
         load=xDynamicCast<Load*>(femmodel->loads->GetObjectByOffset(i));
         load->PenaltyCreateKMatrix(Kff,Kfs,kmax);
         load->PenaltyCreatePVector(pf,kmax);
      }
   }
 
   /*Create dof vector for stiffness matrix preconditioning*/
   if(pdf){
      for(i=0;i<femmodel->elements->Size();i++){
         element=xDynamicCast<Element*>(femmodel->elements->GetObjectByOffset(i));
         ElementVector* de=analysis->CreateDVector(element);
         if(de) de->InsertIntoGlobal(df);
         delete de;
      }
   }
 
   /*Assemble matrices and vector*/
   Kff->Assemble();
   Kfs->Assemble();
   pf->Assemble();
   df->Assemble();
   //Kff->AllocationInfo();
   //Kfs->AllocationInfo();
 
   /*cleanu up and assign output pointers: */
   delete analysis;
   if(pKff) *pKff=Kff;
   else      delete Kff;
   if(pKfs) *pKfs=Kfs;
   else      delete Kfs;
   if(ppf)  *ppf=pf;
   else      delete pf;
   if(pdf)  *pdf=df;
   else      delete df;
   if(pkmax) *pkmax=kmax;
}