Beispiel #1
0
void InsertViscoElasticity(TPZAutoPointer<TPZCompMesh> mesh)
{
	mesh->SetDimModel(3);
	int nummat = 1;
	STATE Ela = 1.e6;
	STATE poisson = 0.2;
	TPZManVector<STATE> force(3,0.);
	force[2] = -20.;
	STATE ElaE = 1000000., poissonE = 0.2, ElaV = 950000., poissonV = 0.14; 
	
	STATE lambdaV = 0, muV = 0, alpha = 0, deltaT = 0;
	lambdaV = 11.3636;
	muV = 45.4545;
	alpha = 1.;	
	deltaT = 0.1;
	
	TPZViscoelastic *viscoelast = new TPZViscoelastic(nummat);
	viscoelast->SetMaterialDataHooke(ElaE, poissonE, ElaV, poissonV, alpha, deltaT, force);
	
	TPZMaterial * viscoelastauto(viscoelast);
	TPZFMatrix<STATE> val1(3,3,0.),val2(3,1,0.);
	TPZBndCond *bc = viscoelast->CreateBC(viscoelastauto, -1, 0, val1, val2);
	TPZFNMatrix<6> qsi(6,1,0.);
	viscoelast->SetDefaultMem(qsi); //elast
	int index = viscoelast->PushMemItem(); //elast
	TPZMaterial * bcauto(bc);
	mesh->InsertMaterialObject(viscoelastauto);
	mesh->InsertMaterialObject(bcauto);	
}
Beispiel #2
0
void InsertElasticity(TPZAutoPointer<TPZCompMesh> mesh)
{
	mesh->SetDimModel(3);
	int nummat = 1;
	STATE E = 1.e6;
	STATE poisson = 0.3;
	TPZManVector<STATE> force(3,0.);
	force[1] = 20.;
	TPZElasticity3D *elast = new TPZElasticity3D(nummat,E,poisson,force);
	TPZMaterial * elastauto(elast);
	TPZFMatrix<STATE> val1(3,3,0.),val2(3,1,0.);
	TPZBndCond *bc = elast->CreateBC(elastauto, -1, 0, val1, val2);
	TPZMaterial * bcauto(bc);
	mesh->InsertMaterialObject(elastauto);
	mesh->InsertMaterialObject(bcauto);
}
Beispiel #3
0
int main1(int argc, char *argv[])
{
#ifdef LOG4CXX
	InitializePZLOG();
#endif
	
	TPZTimer total;
	total.start();
	std::cout << "COMECA O TEMPO"<< std::endl;
	
	int dimension = 3;
	int dim = 2;
	int maxlevel = 5;
	int sublevel = 3;
	int plevel = 1;
	TPZPairStructMatrix::gNumThreads = 20;
	int numthreads = 20;
	//	tempo.fNumthreads = numthreads;	// alimenta timeTemp com o numero de threads
	TPZGeoMesh *gmesh = 0;
	{
		TPZCompEl::SetgOrder(plevel);
		
		TPZAutoPointer<TPZCompMesh> cmesh;
		
		if(0)
		{
			TPZGenSubStruct sub(dim,maxlevel,sublevel);
			cmesh = sub.GenerateMesh();
			cmesh->SetDimModel(dim);
			gmesh = cmesh->Reference();
		}
		else 
		{
			dim = 3;
			if (1) // Predio Viscoso
			{
				int dimension = 3;
				gmesh = MalhaPredio();
				cmesh = new TPZCompMesh(gmesh);
				cmesh->SetDimModel(3);
				cmesh->SetDefaultOrder(plevel);
				cmesh->SetAllCreateFunctionsContinuousWithMem(dimension);
				InsertViscoElasticity(cmesh);
				cmesh->AutoBuild();
				
			}
			else // Cubo Viscoso
			{
				int dimension = 3;
				gmesh = MalhaCubo();
				cmesh = new TPZCompMesh(gmesh);
				cmesh->SetDimModel(3);
				cmesh->SetDefaultOrder(plevel);
				cmesh->SetAllCreateFunctionsContinuousWithMem(dimension);
				InsertViscoElasticityCubo(cmesh);
				cmesh->AutoBuild();
			}
		}
		
		std::cout << "Numero de equacoes " << cmesh->NEquations() << std::endl;
		
		int numthread_assemble = 20;
		int numthread_decompose = 20;
		TPZAutoPointer<TPZCompMesh> cmeshauto(cmesh);
		TPZDohrStructMatrix dohrstruct(cmeshauto);
		
		dohrstruct.IdentifyExternalConnectIndexes();
		
		std::cout << "Substructuring the mesh\n";
		//	TPZfTime timetosub; // init of timer
		//REAL height = Height(gmesh);
		//int nsubstruct = SubStructure(cmesh, height/2);
		
		dohrstruct.SubStructure(16);

		//	tempo.ft0sub = timetosub.ReturnTimeDouble();  // end of timer
		//	std::cout << tempo.ft0sub << std::endl;
		
		//	sub.SubStructure();
		
		
		 //Teste Skyline
        /*
		TPZSkylineStructMatrix skyl(cmesh);
		TPZFMatrix<REAL> rhsfake(cmesh->NEquations(),1,0);
		int numsubmesh = cmesh->NElements();
		TPZAutoPointer<TPZGuiInterface> fakegui = new TPZGuiInterface;
		int nel = cmesh->NElements();
		for (int iel = 0 ; iel < nel ; iel++)
		{
			TPZSubCompMesh *subcompmesh = dynamic_cast<TPZSubCompMesh*>(cmesh->ElementVec()[iel]);
			if(subcompmesh)
			{
				subcompmesh->SetAnalysisSkyline(0,0,fakegui);
			}
		}
		TPZMatrix<REAL> *stiff2 = skyl.CreateAssemble(rhsfake, fakegui,numthread_assemble,numthread_decompose);
		*/
		
#ifdef LOG4CXX
		{
			std::stringstream str;
			cmesh->Print(str);
			LOGPZ_DEBUG(logger,str.str());
		}
#endif

		
		dohrstruct.SetNumThreads(numthreads);
		
		TPZAutoPointer<TPZGuiInterface> gui;
		TPZFMatrix<STATE> rhs(cmesh->NEquations(),1,0.);
        
		TPZMatrix<STATE> *matptr = dohrstruct.Create();
		
		 
		dohrstruct.Assemble(*matptr,rhs,gui,numthread_assemble,numthread_decompose);

	
		TPZAutoPointer<TPZMatrix<STATE> > dohr = matptr;
		TPZAutoPointer<TPZMatrix<STATE> > precond = dohrstruct.Preconditioner();
		
		{
			std::ofstream out("DohrCerta2.txt");
			TPZFMatrix<REAL> Subtract(dohr->Rows(),dohr->Rows()), unitary(dohr->Rows(),dohr->Rows());
			unitary.Identity();
			TPZFMatrix<REAL> result;
			dohr->Multiply(unitary, result);
			result.Print("DohrCerta2", out);
			
		}

/*	
#ifdef LOG4CXX
		{  
			std::ofstream out("DohrErrada.txt"), outRhsCerto("RhsSkyl.txt"), outRhsErrado("RhsDohrmann.txt");
			TPZFMatrix<REAL> Subtract(dohr->Rows(),dohr->Rows()), unitary(dohr->Rows(),dohr->Rows());
			unitary.Identity();
			TPZFMatrix<REAL> result;
			dohr->Multiply(unitary, result);
			std::ofstream out2("Dohr_Certa.txt");
			result.Print("DohrCerta",out2);
			for (int i = 0 ; i < dohr->Rows(); i++) 
			{
				for (int j = 0 ; j < dohr->Rows(); j++) 
				{
					double temp = result(i,j) - stiff2->Get(i,j); 
					if (temp < 1e-10) 
					{
							temp = 0;
					}
					Subtract(i,j) = temp; 
				}
			}
			std::stringstream str;
			result.Print("DohrmannErrada", out);
			stiff2->Print("Skyl",out);
			Subtract.Print("Subtract", out);
			rhsfake.Print("RhsSkyl", outRhsCerto);
			rhs.Print("RhsDohrmann", outRhsErrado);
			LOGPZ_DEBUG(logger,str.str());
		}
#endif
 */
		
        
		int neq = dohr->Rows();
        
		TPZFMatrix<STATE> diag(neq,1,0.), produto(neq,1);
        
		std::cout << "Numero de equacoes " << neq << std::endl;
        
		TPZStepSolver<STATE> pre(precond);
		pre.SetMultiply();
		TPZStepSolver<STATE> cg(dohr);
		//  void SetCG(const int numiterations,const TPZMatrixSolver &pre,const STATE tol,const int FromCurrent);
		
		cg.SetCG(500,pre,5.e-6,0);
		cg.Solve(rhs,diag);

		diag.Print("diag");

        
		TPZDohrMatrix<STATE,TPZDohrSubstructCondense<STATE> > *dohrptr = dynamic_cast<TPZDohrMatrix<STATE,TPZDohrSubstructCondense<STATE> > *> (dohr.operator->());
		if (!dohrptr) {
			DebugStop(); 
		}
         
		
		dohrptr->AddInternalSolution(diag);
        
        TPZMaterial * mat = cmeshauto->FindMaterial(1);
		int nstate = mat->NStateVariables();
		int nscal = 0, nvec = 0;
		if(nstate ==1) 
		{
			nscal = 1;
		}
		else
		{
			nvec = 1;
		}
		TPZManVector<std::string> scalnames(nscal),vecnames(nvec);
		if(nscal == 1)
		{
			scalnames[0]="state";            
		}
		else
		{
			vecnames[0] = "state";
		}
		
		//cmeshauto->Solution().Print();
		
		std::string postprocessname("ugabuga.vtk");
		TPZVTKGraphMesh vtkmesh(cmesh.operator->(),dim,mat,scalnames,vecnames);
		vtkmesh.SetFileName(postprocessname);
		vtkmesh.SetResolution(0);
		int numcases = 1;
		
		// Iteracoes de tempo
		int istep = 0, nsteps = 80;
		vtkmesh.DrawMesh(numcases);
		vtkmesh.DrawSolution(istep, 1.);

		
		typedef std::list<TPZAutoPointer<TPZDohrSubstructCondense<STATE> > > subtype;
		const subtype &sublist = dohrptr->SubStructures(); 
		subtype::const_iterator it = sublist.begin();
		int subcount=0;
		while (it != sublist.end()) 
		{
			TPZFMatrix<STATE> subext,subu;
			dohrptr->fAssembly->Extract(subcount,diag,subext);
			(*it)->UGlobal(subext,subu);
			TPZCompMesh *submesh = SubMesh(cmeshauto, subcount);
			submesh->LoadSolution(subu);
			subu.Print();
			
		
			std::map<int ,TPZMaterial * > materialmap(submesh->MaterialVec());
			std::map<int ,TPZMaterial * >::iterator itmat;
			for (itmat = materialmap.begin(); itmat != materialmap.end() ; itmat++) 
			{
				TPZMaterial * mat = itmat->second;
				TPZViscoelastic *vmat = dynamic_cast< TPZViscoelastic *> (mat);
				if(vmat)
				{
					vmat->SetUpdateMem();
				}
			}	
			         
			subcount++;
			it++;
		}
		
        /*
#ifdef LOG4CXX
		{
			std::stringstream sout;
			diag.Print("Resultado do processo iterativo",sout);
			LOGPZ_INFO(loggernathan,sout.str())
		}
#endif	
	*/	
		
		//ViscoElastico
		
        vtkmesh.DrawMesh(numcases);
		vtkmesh.DrawSolution(istep+1, 1.);
        
		std::cout << "To seguindo!!!" << std::endl;
		for (istep = 2 ; istep < nsteps ; istep++)
		{
			TPZAutoPointer<TPZGuiInterface> guifake;
			dohrstruct.Assemble(rhs, guifake);
			cg.Solve(rhs,diag);	
			
			dohrptr->AddInternalSolution(diag);
			
			// Colocando a solucao na malha
			typedef std::list<TPZAutoPointer<TPZDohrSubstructCondense<STATE> > > subtype;
			const subtype &sublist = dohrptr->SubStructures(); 
			subtype::const_iterator it = sublist.begin();
			int subcount=0;
			while (it != sublist.end()) 
			{
				TPZFMatrix<STATE> subext,subu;
				dohrptr->fAssembly->Extract(subcount,diag,subext);
				(*it)->UGlobal(subext,subu);
				TPZCompMesh *submesh = SubMesh(cmeshauto, subcount);
				submesh->LoadSolution(subu);
				subcount++;
				it++;
			}

			vtkmesh.DrawMesh(numcases);
			vtkmesh.DrawSolution(istep, 1.);	
		}
	}
	
	total.stop();
	std::cout << "TEMPO = " << total.seconds() << std::endl;
	
	delete gmesh;

	return EXIT_SUCCESS;
}
Beispiel #4
0
void InsertViscoElasticityCubo(TPZAutoPointer<TPZCompMesh> mesh)
{
	mesh->SetDimModel(3);
	int nummat = 1, neumann = 1, mixed = 2;
	//	int dirichlet = 0;
	int dir1 = -1, dir2 = -2, dir3 = -3, neumann1 = -4., neumann2 = -5, dirp2 = -6;
	TPZManVector<STATE> force(3,0.);
	//force[1] = 0.;

	STATE ElaE = 1000., poissonE = 0.2, ElaV = 970., poissonV = 0.14; 

	STATE lambdaV = 0, muV = 0, alpha = 0, deltaT = 0;
	lambdaV = 11.3636;
	muV = 45.4545;
	alpha = 1.;	
	deltaT = 0.1;
	
	TPZViscoelastic *viscoelast = new TPZViscoelastic(nummat);
	viscoelast->SetMaterialDataHooke(ElaE, poissonE, ElaV, poissonV, alpha, deltaT, force);
	//TPZViscoelastic *viscoelast = new TPZViscoelastic(nummat, ElaE, poissonE, lambdaV, muV, alphaT, force);
	//TPZElasticity3D *viscoelast = new TPZElasticity3D(nummat, ElaE, poissonE, force);
	
	TPZFNMatrix<6> qsi(6,1,0.);
	viscoelast->SetDefaultMem(qsi); //elast
	int index = viscoelast->PushMemItem(); //elast
	TPZMaterial * viscoelastauto(viscoelast);
	mesh->InsertMaterialObject(viscoelastauto);
	
	// Neumann em x = 1;
	TPZFMatrix<STATE> val1(3,3,0.),val2(3,1,0.);
	val2(0,0) = 1.;
	TPZBndCond *bc4 = viscoelast->CreateBC(viscoelastauto, neumann1, neumann, val1, val2);
	TPZMaterial * bcauto4(bc4);
	mesh->InsertMaterialObject(bcauto4);
	
	// Neumann em x = -1;
	val2(0,0) = -1.;
	TPZBndCond *bc5 = viscoelast->CreateBC(viscoelastauto, neumann2, neumann, val1, val2);
	TPZMaterial * bcauto5(bc5);
	mesh->InsertMaterialObject(bcauto5);
	
	val2.Zero();
	// Dirichlet em -1 -1 -1 xyz;
	val1(0,0) = 1e4;
	val1(1,1) = 1e4;
	val1(2,2) = 1e4;
	TPZBndCond *bc1 = viscoelast->CreateBC(viscoelastauto, dir1, mixed, val1, val2);
	TPZMaterial * bcauto1(bc1);
	mesh->InsertMaterialObject(bcauto1);
	
	// Dirichlet em 1 -1 -1 yz;
	val1(0,0) = 0.;
	val1(1,1) = 1e4;
	val1(2,2) = 1e4;
	TPZBndCond *bc2 = viscoelast->CreateBC(viscoelastauto, dir2, mixed, val1, val2);
	TPZMaterial * bcauto2(bc2);
	mesh->InsertMaterialObject(bcauto2);
	
	// Dirichlet em 1 1 -1 z;
	val1(0,0) = 0.;
	val1(1,1) = 0.;
	val1(2,2) = 1e4;
	TPZBndCond *bc3 = viscoelast->CreateBC(viscoelastauto, dir3, mixed, val1, val2);
	TPZMaterial * bcauto3(bc3);
	mesh->InsertMaterialObject(bcauto3);
	
}