C++ TPZAutoPointer类代码示例

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本文整理汇总了C++中TPZAutoPointer类的典型用法代码示例。如果您正苦于以下问题：C++ TPZAutoPointer类的具体用法？C++ TPZAutoPointer怎么用？C++ TPZAutoPointer使用的例子？那么恭喜您, 这里精选的类代码示例或许可以为您提供帮助。

在下文中一共展示了TPZAutoPointer类的20个代码示例，这些例子默认根据受欢迎程度排序。您可以为喜欢或者感觉有用的代码点赞，您的评价将有助于我们的系统推荐出更棒的C++代码示例。

示例1: InsertViscoElasticity

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);	
}

开发者ID:labmec，项目名称:neopz，代码行数:29，代码来源:substruct.cpp

示例2: RefinamentoUniforme

void RefinamentoUniforme(TPZAutoPointer<TPZGeoMesh> gmesh, int nref,TPZVec<int> dims)
{
    
    int ir, iel, k;
    int nel=0, dim=0;
    int ndims = dims.size();
	for(ir = 0; ir < nref; ir++ )
    {
		TPZVec<TPZGeoEl *> filhos;
        nel = gmesh->NElements();
        
		for (iel = 0; iel < nel; iel++ )
        {
			TPZGeoEl * gel = gmesh->ElementVec()[iel];
            if(!gel) DebugStop();
            
            dim = gel->Dimension();
            
            for(k = 0; k<ndims; k++)
            {
                if(dim == dims[k])
                {
                    gel->Divide (filhos);
                    break;
                }
            }
		}
	}
    
}

开发者ID:labmec，项目名称:neopz，代码行数:30，代码来源:main.cpp

示例3: Material

void TPZDXGraphMesh::DrawSolution(char * var)
{
	
    //int nmat = fCompMesh->MaterialVec().NElements();
    TPZAutoPointer<TPZMaterial> matp = Material();
    int i,varind;
    varind = matp->VariableIndex(var);
    TPZVec<int> vec(1);
    (fOutFile) << "object " << fNextDataField << " class array type float rank 1 shape " <<
	matp->NSolutionVariables(varind) << " items " << NPoints() << " data follows " << endl;
    vec[0] = varind;
    int nel = fCompMesh->ConnectVec().NElements();
    for(i=0;i<nel;i++) {
		TPZGraphNode n = fNodeMap[i];
		n.DrawSolution(vec,fStyle);
    }
    (fOutFile) << "attribute \"dep\" string \"positions\"" << endl;
    (fOutFile) << "#" << endl;
    (fOutFile) << "object " << (fNextDataField+1) << " class field" << endl;
    (fOutFile) << "component \"data\" value " << fNextDataField << endl;
	//    (fOutFile) << "component \"positions\" value " << fNodeCoField << endl;
	//    (fOutFile) << "component \"connections\" value " << fConnectField << endl;
    (fOutFile) << "attribute \"name\" string \"" << var << fNextDataField <<
	"\"" << endl;
    (fOutFile) << "#" << endl;
    fNextDataField += 2;
	
}

开发者ID:JoaoFelipe，项目名称:oceano，代码行数:28，代码来源:pzdxmesh.cpp

示例4: SAVEABLE_SKIP_NOTE

void TPZDohrMatrix<TVar, TSubStruct >::Read(TPZStream &buf, void *context )
{
    SAVEABLE_SKIP_NOTE(buf);
    TPZMatrix<TVar>::Read(buf, context);
    SAVEABLE_SKIP_NOTE(buf);
    fAssembly = TPZAutoPointerDynamicCast<TPZDohrAssembly<TVar>>(TPZPersistenceManager::GetAutoPointer(&buf));
    SAVEABLE_SKIP_NOTE(buf);
    buf.Read(&fNumCoarse);
    SAVEABLE_SKIP_NOTE(buf);
    buf.Read(&fNumThreads);
    int sz;
    SAVEABLE_SKIP_NOTE(buf);
    buf.Read(&sz);
    for (int i=0; i<sz; i++) {
        TPZAutoPointer<TSubStruct > sub = new TSubStruct;
        SAVEABLE_SKIP_NOTE(buf);
        sub->Read(buf,0);
        fGlobal.push_back(sub);
    }
    int classid;
    SAVEABLE_SKIP_NOTE(buf);
    buf.Read(&classid );
    if (classid != ClassId()) {
        DebugStop();
    }
}

开发者ID:labmec，项目名称:neopz，代码行数:26，代码来源:tpzdohrmatrix.cpp

示例5: BoxLinearTracerDual

void BoxLinearTracerDual()
{
    // Materials ids and boundary settings
    TPZAutoPointer<TRMRawData> RawData  = new TRMRawData;
    
    bool Is3DGeometry = true;
    
    //    On box reservoir
    //RawData->WaterReservoirBox(Is3DGeometry); // Single-phase flow
    RawData->WaterOilReservoirBox(Is3DGeometry); // Two-phase flow
    //    RawData->WaterOilGasReservoirBox(Is3DGeometry); // Three-phase flow
    
    //    On cricular reservoir
    //    RawData->WaterReservoirCircle(Is3DGeometry);  // Single-phase flow
    //    RawData->WaterOilReservoirCircular(Is3DGeometry); // Two-phase flow
    //    RawData->WaterOilGasReservoirCircular(Is3DGeometry); // Three-phase flow
    
    TRMSimulationData * SimData = new TRMSimulationData;
    SimData->SetRawData(RawData);
    
    TRMOrchestra  * SymphonyX           = new TRMOrchestra;
    SymphonyX->SetSimulationData(SimData);
//    SymphonyX->BuildGeometry(Is3DGeometry); // @omar:: This mesh must to be unique???
    
    SymphonyX->SetSegregatedQ(true);
    SymphonyX->CreateAnalysisDualonBox(true); //  Static Solution
    SymphonyX->RunStaticProblem();
    SymphonyX->CreateAnalysisDualonBox(false);  // Evolutionary Solution
    SymphonyX->RunEvolutionaryProblem();

    std::cout << "Dual complete normally." << std::endl;
    
}

开发者ID:labmec，项目名称:neopz，代码行数:33，代码来源:iRMS.cpp

示例6: Id

void TPZMaterial::Clone(std::map<int, TPZAutoPointer<TPZMaterial> >&matvec) {
	int matid = Id();
	std::map<int, TPZAutoPointer<TPZMaterial> >::iterator matit;
	matit = matvec.find(matid);
	if(matit != matvec.end()) return;
	TPZAutoPointer<TPZMaterial> newmat = NewMaterial();
	newmat->SetForcingFunction(TPZMaterial::fForcingFunction);
	matvec[matid] = newmat;
}

开发者ID:JoaoFelipe，项目名称:oceano，代码行数:9，代码来源:pzmaterial.cpp

示例7: operator

 /** @brief Computing operator for the parallel for. */
 void operator()(const blocked_range<size_t>& range) const
 {
     
     for(size_t i=range.begin(); i!=range.end(); ++i )
     {
         TPZDohrThreadMultData<TSubStruct> runner = mWorkItems[i];
         TPZFMatrix<TVar> xlocal;
         fAssembly->Extract(runner.fisub,*(fInput),xlocal);
         TPZAutoPointer<TPZDohrAssembleItem<TVar> > assembleItem = new TPZDohrAssembleItem<TVar>(runner.fisub,xlocal.Rows(),xlocal.Cols());
         runner.fSub->ContributeKULocal(fAlpha,xlocal,assembleItem->fAssembleData);
         fAssemblyStructure->AddItem(assembleItem);
     }
 }

开发者ID:labmec，项目名称:neopz，代码行数:14，代码来源:tpzdohrmatrix.cpp

示例8: RefinamentoSingular

void RefinamentoSingular(TPZAutoPointer<TPZGeoMesh> gmesh,int nref)
{
    int64_t nnodes = gmesh->NNodes();
    int64_t in;
    for (in=0; in<nnodes; in++) {
        TPZGeoNode *gno = &gmesh->NodeVec()[in];
        if (abs(gno->Coord(0))< 1.e-6 && abs(gno->Coord(1)) < 1.e-6) {
            break;
        }
    }
    if (in == nnodes) {
        DebugStop();
    }
    TPZGeoElSide gelside;
    int64_t nelem = gmesh->NElements();
    for (int64_t el = 0; el<nelem; el++) {
        TPZGeoEl *gel = gmesh->ElementVec()[el];
        int ncorner = gel->NCornerNodes();
        for (int ic=0; ic<ncorner; ic++) {
            int64_t nodeindex = gel->NodeIndex(ic);
            if (nodeindex == in) {
                gelside = TPZGeoElSide(gel, ic);
                break;
            }
        }
        if (gelside.Element()) {
            break;
        }
    }
    if (!gelside.Element()) {
        DebugStop();
    }
    for (int iref = 0; iref <nref; iref++) {
        TPZStack<TPZGeoElSide> gelstack;
        gelstack.Push(gelside);
        TPZGeoElSide neighbour = gelside.Neighbour();
        while (neighbour != gelside) {
            gelstack.Push(neighbour);
            neighbour = neighbour.Neighbour();
        }
        int64_t nstack = gelstack.size();
        for (int64_t ist=0; ist < nstack; ist++) {
            if (!gelstack[ist].Element()->HasSubElement()) {
                TPZVec<TPZGeoEl *> subel;
                gelstack[ist].Element()->Divide(subel);
            }
        }
    }
}

开发者ID:labmec，项目名称:neopz，代码行数:49，代码来源:main.cpp

示例9: InsertElasticity

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);
}

开发者ID:labmec，项目名称:neopz，代码行数:16，代码来源:substruct.cpp

示例10: PrintLS

void TPZDarcyAnalysis::PrintLS(TPZAnalysis *an)
{
    TPZAutoPointer< TPZMatrix<REAL> > KGlobal;
    TPZFMatrix<STATE> FGlobal;
    KGlobal =   an->Solver().Matrix();
    FGlobal =   an->Rhs();
    
#ifdef PZDEBUG
    #ifdef LOG4CXX
        if(logger->isDebugEnabled())
        {
            std::stringstream sout;
            KGlobal->Print("KGlobal = ", sout,EMathematicaInput);
            FGlobal.Print("FGlobal = ", sout,EMathematicaInput);
            LOGPZ_DEBUG(logger,sout.str())
        }

开发者ID:labmec，项目名称:neopz，代码行数:16，代码来源:TPZDarcyAnalysis.cpp

示例11: IterativeProcess

void IterativeProcess(TPZAnalysis *an, std::ostream &out, int numiter)
{
    int iter = 0;
    REAL error = 1.e10, NormResLambdaLast = 1.e10;;
    const REAL tol = 1.e-5;
    
    int numeq = an->Mesh()->NEquations();
    
    TPZFMatrix<STATE> Uatk0(an->Solution());
    TPZFMatrix<STATE> Uatk(Uatk0),DeltaU(Uatk0);
    if(Uatk0.Rows() != numeq) Uatk0.Redim(numeq,1);
    
    an->Assemble();
    an->Rhs() *= -1.0; //- [R(U0)];
    
    TPZAutoPointer< TPZMatrix<STATE> > matK; // getting X(Uatn)
    
    bool converged = false;
    while(!converged && iter < numiter) {
        
#ifdef LOG4CXX
        if(logger->isDebugEnabled())
        {
            std::stringstream sout;
            matK=an->Solver().Matrix();
            matK->Print("matK = ", sout,EMathematicaInput);
            an->Rhs().Print("Rhs = ", sout, EMathematicaInput);
            LOGPZ_DEBUG(logger,sout.str())
        }
#endif
        
        // Computing Uatk = Uatn + DeltaU;
        an->Solve();
        DeltaU= an->Solution();
        Uatk = Uatk0 + DeltaU;
        
        //Computing ||DeltaU||
        REAL NormOfDeltaU = Norm(DeltaU);
        
#ifdef LOG4CXX
        if(logger->isDebugEnabled())
        {
            std::stringstream sout;
            DeltaU.Print("DeltaU = ", sout,EMathematicaInput);
            Uatk.Print("Uatk = ", sout,EMathematicaInput);
            LOGPZ_DEBUG(logger,sout.str())
        }

开发者ID:labmec，项目名称:neopz，代码行数:47，代码来源:Main.cpp

示例12: ReadRefPatternDBase

//.........................................................................................................................................
void TPZRefPatternDataBase::ReadRefPatternDBase(std::ifstream &filename)
{
    fElTypeRefPatterns.clear();
    fIdRefPatterns.clear();
    
	int nRefpatterns;
	filename >> nRefpatterns;
	for(int i = 0; i < nRefpatterns; i++)
	{
		TPZAutoPointer<TPZRefPattern> refP = new TPZRefPattern;
		refP->ReadPattern(filename);
		
        MElementType eltype = refP->Element(0)->Type();
        fElTypeRefPatterns[eltype].push_back(refP);
        fIdRefPatterns[refP->Id()] = refP;
	}
}

开发者ID:labmec，项目名称:neopz，代码行数:18，代码来源:TPZRefPatternDataBase.cpp

示例13: Id

void TPZBndCond::Clone(std::map<int, TPZAutoPointer<TPZMaterial> > &matvec) {
    int matid = Id();

    TPZAutoPointer<TPZMaterial> refmaterial = Material();
    TPZAutoPointer<TPZMaterial> newrefmaterial;
    int refmatid = 0;
    if(refmaterial) {
        refmaterial->Clone(matvec);
        refmatid = refmaterial->Id();
        newrefmaterial = matvec[refmatid];
    }
    std::map<int, TPZAutoPointer<TPZMaterial> >::iterator matit;
    matit = matvec.find(matid);
    if(matit == matvec.end())
    {
        TPZAutoPointer<TPZMaterial> newmat = TPZAutoPointer<TPZMaterial>(new TPZBndCond(*this, newrefmaterial));
        matvec[matid] = newmat;
    }
}

开发者ID:JoaoFelipe，项目名称:oceano，代码行数:19，代码来源:pzbndcond.cpp

示例14: GetElIndexCoarseMesh

void GetElIndexCoarseMesh(TPZAutoPointer<TPZGeoMesh>  gmesh, std::set<int64_t> &coarseindex)
{
    int nel = gmesh->NElements();
    int iel;
    int hassubel=0;
    int dim = gmesh->Dimension();
    int eldim;
    for(iel = 0; iel<nel; iel++)
    {
        TPZGeoEl * gel = gmesh->ElementVec()[iel];
        if(!gel) DebugStop();
        
        hassubel = gel->HasSubElement();
        eldim = gel->Dimension();
        if(!hassubel && eldim ==dim)
        {
            coarseindex.insert(gel->Index());
        }
    }
    
}

开发者ID:labmec，项目名称:neopz，代码行数:21，代码来源:main.cpp

示例15: CreateTestMesh


//.........这里部分代码省略.........
    int in;
    nodeindex.Resize(numnos[nel]);
    for(in=0; in<numnos[nel]; in++) {
      nodeindex[in] = nodind[nel][in];
    }
    int index;
    switch(nel) {
    case 0:
      //      elvec[el] = gmesh->CreateGeoElement(ECube,nodeindex,1,index);
//      gelvec[nel]=new TPZGeoElC3d(nodeindex,matid,*gmesh);
      break;
    case 1:
      gelvec[nel] = gmesh->CreateGeoElement(EPiramide,nodeindex,matid,index);
      //       gelvec[nel]=new TPZGeoElPi3d(nodeindex,matid,*gmesh);
      break;
    case 2:
      gelvec[nel] = gmesh->CreateGeoElement(ETetraedro,nodeindex,matid,index);
    //       gelvec[nel]=new TPZGeoElT3d(nodeindex,matid,*gmesh);
      break;
    case 3:
//       gelvec[nel]=new TPZGeoElPr3d(nodeindex,matid,*gmesh);
//      gelvec[nel] = gmesh->CreateGeoElement(EPrisma,nodeindex,matid,index);
      break;
    case 4:
      //      gelvec[nel]=new TPZGeoEl1d(nodeindex,2,*gmesh);
      break;
    case 5:
      //      gelvec[nel]=new TPZGeoElQ2d(nodeindex,3,*gmesh);
      break;
    case 6:
      //      gelvec[nel]=new TPZGeoElT2d(nodeindex,3,*gmesh);
      break;
    default:
      break;
    }
  }
  gmesh->BuildConnectivity2();

  //TPZVec<TPZGeoEl *> sub;
  //elvec[0]->Divide(sub);
  //   	elvec[1]->Divide(sub);
  //   	elvec[2]->Divide(sub);

//  TPZGeoElBC gbc;

  // bc -1 -> Dirichlet
//  TPZGeoElBC gbc1(gelvec[0],20,-1,*gmesh);
  TPZGeoElBC gbc11(gelvec[1],14,-1,*gmesh);
//  TPZGeoElBC gbc12(gelvec[3],15,-1,*gmesh);



  // bc -2 -> Neumann at the right x==1
//  TPZGeoElBC gbc2(gelvec[0],25,-2,*gmesh);
//  TPZGeoElBC gbc21(gelvec[3],19,-2,*gmesh);
  TPZGeoElBC gbc22(gelvec[2],10,-2,*gmesh);

  TPZCompMesh *cmesh = new TPZCompMesh(gmesh);

  TPZAutoPointer<TPZMaterial> mat;
  //  if(nstate == 3) {
    mat = new TPZMaterialTest3D(1);
    TPZFMatrix mp (3,1,0.);
    TPZMaterialTest3D * mataux = dynamic_cast<TPZMaterialTest3D *> (mat.operator ->());
    TPZMaterialTest3D::geq3=1;
    mataux->SetMaterial(mp);
    /*  } else {
    TPZMat2dLin *mat2d = new TPZMat2dLin(1);
    int ist,jst;
    TPZFMatrix xk(nstate,nstate,1.),xc(nstate,nstate,0.),xf(nstate,1,0.);
    for(ist=0; ist<nstate; ist++) {
      if(nstate != 1) xf(ist,0) = 1.;
      for(jst=0; jst<nstate; jst++) {
	if(ist != jst) xk(ist,jst) = 0.;
      }
    }
    mat2d->SetMaterial(xk,xc,xf);
    mat = mat2d;
    }*/

  TPZFMatrix val1(3,3,0.),val2(3,1,0.);
  TPZAutoPointer<TPZMaterial> bc[2];

  bc[0] = mat->CreateBC(mat,-1,0,val1,val2);
  val2(0,0) = 1.;
  bc[1] = mat->CreateBC(mat,-2,1,val1,val2);
  cmesh->InsertMaterialObject(mat);

  int i;
  for(i=0; i<2; i++) cmesh->InsertMaterialObject(bc[i]);

  gmesh->Print(cout);

  cmesh->AutoBuild();
  cmesh->AdjustBoundaryElements();
  cmesh->CleanUpUnconnectedNodes();

  gmesh->Print(cout);
  return cmesh;
}

开发者ID:labmec，项目名称:neopz，代码行数:101，代码来源:c08-Mixed.cpp

示例16: void

REAL TPZMGAnalysis::ElementError(TPZInterpolatedElement *fine, TPZInterpolatedElement *coarse, TPZTransform &tr,
								 void (*f)(TPZVec<REAL> &loc, TPZVec<REAL> &val, TPZFMatrix<REAL> &deriv),REAL &truerror){
	// accumulates the transfer coefficients between the current element and the
	// coarse element into the transfer matrix, using the transformation t
	int locnod = fine->NConnects();
	int cornod = coarse->NConnects();
	int locmatsize = fine->NShapeF();
	int cormatsize = coarse->NShapeF();
	REAL error = 0.;
	truerror = 0.;
	
	REAL loclocmatstore[500] = {0.},loccormatstore[500] = {0.};
	TPZFMatrix<REAL> loclocmat(locmatsize,locmatsize,loclocmatstore,500);
	TPZFMatrix<REAL> loccormat(locmatsize,cormatsize,loccormatstore,500);
	
	TPZAutoPointer<TPZIntPoints> intrule = fine->GetIntegrationRule().Clone();
	int dimension = fine->Dimension();
	int numdof = fine->Material()->NStateVariables();
	TPZBlock<REAL> &locblock = fine->Mesh()->Block();
	TPZFMatrix<REAL> &locsolmesh = fine->Mesh()->Solution();
	
	TPZBlock<REAL> &corblock = coarse->Mesh()->Block();
	TPZFMatrix<REAL> &corsolmesh = coarse->Mesh()->Solution();
	
	TPZVec<REAL> locsol(numdof);
	TPZFMatrix<REAL> locdsol(dimension,numdof);
	
	TPZVec<REAL> corsol(numdof);
	TPZFMatrix<REAL> cordsol(dimension,numdof);
	
	TPZManVector<int> prevorder(dimension),
    order(dimension);
	intrule->GetOrder(prevorder);
	
	TPZManVector<int> interpolation(dimension);
	fine->GetInterpolationOrder(interpolation);
	
	// compute the interpolation order of the shapefunctions squared
	int dim;
	int maxorder = interpolation[0];
	for(dim=0; dim<interpolation.NElements(); dim++) {
		maxorder = interpolation[dim] < maxorder ? maxorder : interpolation[dim];
	}
	for(dim=0; dim<dimension; dim++) {
		order[dim] = 20;
	}
	intrule->SetOrder(order);
	
	
	REAL locphistore[50]={0.},locdphistore[150]={0.};
	TPZFMatrix<REAL> locphi(locmatsize,1,locphistore,50);
	TPZFMatrix<REAL> locdphi(dimension,locmatsize,locdphistore,150),locdphix(dimension,locmatsize);
	// derivative of the shape function
	// in the master domain
	
	REAL corphistore[50]={0.},cordphistore[150]={0.};
	TPZFMatrix<REAL> corphi(cormatsize,1,corphistore,50);
	TPZFMatrix<REAL> cordphi(dimension,cormatsize,cordphistore,150), cordphix(dimension,cormatsize);
	// derivative of the shape function
	// in the master domain
	
	REAL jacobianstore[9],
    axesstore[9];
	TPZManVector<REAL> int_point(dimension),
    coarse_int_point(dimension);
	TPZFMatrix<REAL> jacfine(dimension,dimension,jacobianstore,9),jacinvfine(dimension,dimension);
	TPZFMatrix<REAL> axesfine(3,3,axesstore,9);
	TPZManVector<REAL> xfine(3);
	TPZFMatrix<REAL> jaccoarse(dimension,dimension),jacinvcoarse(dimension,dimension);
	TPZFMatrix<REAL> axescoarse(3,3), axesinner(dimension,dimension);
	TPZManVector<REAL> xcoarse(3);
	
	REAL jacdetcoarse;
	int numintpoints = intrule->NPoints();
	REAL weight;
	int i,j,k;
	
	TPZVec<REAL> truesol(numdof);
	TPZFMatrix<REAL> truedsol(dimension,numdof);
	for(int int_ind = 0; int_ind < numintpoints; ++int_ind) {
		
		intrule->Point(int_ind,int_point,weight);
		REAL jacdetfine;
		fine->Reference()->Jacobian( int_point, jacfine , axesfine, jacdetfine, jacinvfine);
		fine->Reference()->X(int_point, xfine);
		if(f) f(xfine,truesol,truedsol);
		fine->Shape(int_point,locphi,locdphi);
		tr.Apply(int_point,coarse_int_point);
		coarse->Shape(coarse_int_point,corphi,cordphi);
		coarse->Reference()->Jacobian( coarse_int_point,jaccoarse,axescoarse, jacdetcoarse, jacinvcoarse);
		coarse->Reference()->X(coarse_int_point,xcoarse);
		REAL dist = (xfine[0]-xcoarse[0])*(xfine[0]-xcoarse[0])+(xfine[1]-xcoarse[1])*(xfine[1]-xcoarse[1])+(xfine[2]-xcoarse[2])*(xfine[2]-xcoarse[2]);
		if(dist > 1.e-6) cout << "TPZMGAnalysis::ElementError transformation between fine and coarse is wrong\n";
		for(i=0; i<dimension; i++) {
			for(j=0; j<dimension; j++) {
				axesinner(i,j) = 0.;
				for(k=0; k<3; k++) axesinner(i,j) += axesfine(i,k)*axescoarse(j,k);
			}
		}
		if(fabs(axesinner(0,0)-1.) > 1.e-6 || fabs(axesinner(1,1)-1.) > 1.e-6 || fabs(axesinner(0,1)) > 1.e-6 || fabs(axesinner(1,0)) > 1.e-6) {
//.........这里部分代码省略.........

开发者ID:JoaoFelipe，项目名称:oceano，代码行数:101，代码来源:pzmganalysis.cpp

示例17: val1

void TPZMulticamadaOrthotropic::AddPlacaOrtho(TPZAutoPointer<TPZMaterial> material, REAL height){
	
	TPZAutoPointer<TPZMaterial> bcptr;
	fCompMesh->InsertMaterialObject(material);
	TPZFNMatrix<9> val1(3,3,0.),val2(3,1,0.);
	TPZBCTension *bc = new TPZBCTension(material,-material->Id()*4,4,val1,val2, 1., this,fPlacaOrth.NElements());
	bcptr = TPZAutoPointer<TPZMaterial>(bc);
	fCompMesh->InsertMaterialObject(bcptr);
	bc = new TPZBCTension(material,-material->Id()*4-1,4,val1,val2, 1., this,fPlacaOrth.NElements());
	bcptr = TPZAutoPointer<TPZMaterial>(bc);
	fCompMesh->InsertMaterialObject(bcptr);
	bc = new TPZBCTension(material,-material->Id()*4-2,4,val1,val2, -1., this,fPlacaOrth.NElements());
	bcptr = TPZAutoPointer<TPZMaterial>(bc);
	fCompMesh->InsertMaterialObject(bcptr);
	bc = new TPZBCTension(material,-material->Id()*4-3,4,val1,val2, -1.,this,fPlacaOrth.NElements());
	bcptr = TPZAutoPointer<TPZMaterial>(bc);
	fCompMesh->InsertMaterialObject(bcptr);
	
	//  fPlacaOrth.Push(placa);
	int nnodes = fGeoMesh->NodeVec().NElements();
	fGeoMesh->NodeVec().Resize(nnodes+(fNelx+1)*(fNely+1));
	int ix, iy;
	TPZManVector<REAL,3> coord(3,fZMax+height);
	fZMax += height;
	for(ix=0; ix<= fNelx; ix++) {
		for(iy=0; iy<= fNely; iy++) {
			coord[0] = ix*fDx-fDx*REAL(fNelx/2.);
			coord[1] = iy*fDy-fDy*REAL(fNely/2.);
			fGeoMesh->NodeVec()[nnodes+ix+iy*(fNelx+1)].Initialize(coord,*fGeoMesh);
		}
	}
	int nodebase1 = nnodes - (fNelx+1)*(fNely+1);
	int elx, ely;
	TPZManVector<int,8> nodeindexes(8,-1);
	for(elx=0; elx<fNelx; elx++) {
		for(ely=0; ely<fNely; ely++) {
			nodeindexes[0] = nodebase1+elx+ely*(fNelx+1);
			nodeindexes[1] = nodebase1+elx+1+ely*(fNelx+1);
			nodeindexes[2] = nodebase1+elx+1+(ely+1)*(fNelx+1);
			nodeindexes[3] = nodebase1+elx+(ely+1)*(fNelx+1);
			int i;
			for(i=0; i<4; i++) nodeindexes[i+4] = nodeindexes[i]+(fNelx+1)*(fNely+1);
			int index;
			TPZGeoEl *gel = fGeoMesh->CreateGeoElement (ECube, nodeindexes, material->Id(), index);
			if(ely == 0) TPZGeoElBC gbc1(gel,21,-material->Id()*4);
			if(elx == fNelx-1) TPZGeoElBC gbc2(gel,22,-material->Id()*4-1);
			if(ely == fNely-1) TPZGeoElBC gbc3(gel,23,-material->Id()*4-2);
			if(elx == 0) TPZGeoElBC gbc4(gel,24,-material->Id()*4-3);
			int nplaca = fPlacaOrth.NElements();
			if(nplaca == 0 && elx == 0 && ely == 0) {
				TPZBndCond *bc2 = new TPZBndCond(material,-100,0,val1,val2);
				bcptr = TPZAutoPointer<TPZMaterial>(bc2);
				fCompMesh->InsertMaterialObject(bcptr);
				TPZGeoElBC gbc5(gel,0,-100);
				val1(0,0) = 1.e12;
				val1(2,2) = 1.e12;
				TPZBndCond *bc3 = new TPZBndCond(material,-101,2,val1,val2);
				bcptr = TPZAutoPointer<TPZMaterial>(bc3);
				fCompMesh->InsertMaterialObject(bcptr);
				TPZGeoElBC gbc6(gel,3,-101);
				val1.Zero();
				val1(0,0) = 0.;
				val1(2,2) = 1.e12;
				TPZBndCond *bc4 = new TPZBndCond(material,-102,2,val1,val2);
				bcptr = TPZAutoPointer<TPZMaterial>(bc4);
				
				fCompMesh->InsertMaterialObject(bcptr);
				TPZGeoElBC gbc7(gel,2,-102);
			}
			if(elx == fNelx/2 && ely == fNely/2) {
				TPZPlacaOrthotropic placa(gel,fZMax-height,fZMax);
				fPlacaOrth.Push(placa);
			}
		}
	}
}

开发者ID:JoaoFelipe，项目名称:oceano，代码行数:76，代码来源:TPZMulticamadaOrtho.cpp

示例18: main1

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
//.........这里部分代码省略.........

开发者ID:labmec，项目名称:neopz，代码行数:101，代码来源:substruct.cpp

示例19: InsertViscoElasticityCubo

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);
	
}

开发者ID:labmec，项目名称:neopz，代码行数:67，代码来源:substruct.cpp

示例20: SetStructuralMatrix

void TPZAnalysis::SetStructuralMatrix(TPZAutoPointer<TPZStructMatrix> strmatrix){
	fStructMatrix = TPZAutoPointer<TPZStructMatrix>(strmatrix->Clone());
}

开发者ID:JoaoFelipe，项目名称:oceano，代码行数:3，代码来源:pzanalysis.cpp

注：本文中的TPZAutoPointer类示例由纯净天空整理自Github/MSDocs等源码及文档管理平台，相关代码片段筛选自各路编程大神贡献的开源项目，源码版权归原作者所有，传播和使用请参考对应项目的License；未经允许，请勿转载。

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C++ TPZAutoPointer类代码示例

示例1: InsertViscoElasticity

示例2: RefinamentoUniforme

示例3: Material

示例4: SAVEABLE_SKIP_NOTE

示例5: BoxLinearTracerDual

示例6: Id

示例7: operator

示例8: RefinamentoSingular

示例9: InsertElasticity

示例10: PrintLS

示例11: IterativeProcess

示例12: ReadRefPatternDBase

示例13: Id

示例14: GetElIndexCoarseMesh

示例15: CreateTestMesh

示例16: void

示例17: val1

示例18: main1

示例19: InsertViscoElasticityCubo

示例20: SetStructuralMatrix

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