This repository has been archived on 2023-11-20. You can view files and clone it, but cannot push or open issues or pull requests.
foam-extend4.1-coherent-io/applications/solvers/solidMechanics/elasticOrthoAcpSolidFoam/updateCrack.H

600 lines
20 KiB
C
Raw Normal View History

nFacesToBreak = 0;
nCoupledFacesToBreak = 0;
{
// Check internal faces
// scalarField effTraction =
// cohesiveZone.internalField() *
// mag(traction.internalField());
scalarField normalTraction =
cohesiveZone.internalField()*
( n.internalField() & traction.internalField() );
// only consider tensile tractions
normalTraction = max(normalTraction, scalar(0));
scalarField shearTraction =
cohesiveZone.internalField()*
mag( (I - Foam::sqr(n.internalField())) & traction.internalField() );
// the traction fraction is monitored to decide which faces to break:
// ie (tN/tNC)^2 + (tS/tSC)^2 >1 to crack a face
const surfaceScalarField sigmaMax = rheology.cohLaw().sigmaMax();
const surfaceScalarField tauMax = rheology.cohLaw().tauMax();
const scalarField& sigmaMaxI = sigmaMax.internalField();
const scalarField& tauMaxI = tauMax.internalField();
//scalarField effTractionFraction = effTraction/sigmaMax;
scalarField effTractionFraction(normalTraction.size(), 0.0);
if (cohesivePatchUPtr)
{
effTractionFraction =
(normalTraction/sigmaMaxI)*(normalTraction/sigmaMaxI)
+ (shearTraction/tauMaxI)*(shearTraction/tauMaxI);
}
else
{
// solidCohesiveFixedModeMix only uses sigmaMax
effTractionFraction =
(normalTraction/sigmaMaxI)*(normalTraction/sigmaMaxI)
+ (shearTraction/sigmaMaxI)*(shearTraction/sigmaMaxI);
}
maxEffTractionFraction = gMax(effTractionFraction);
SLList<label> facesToBreakList;
SLList<scalar> facesToBreakEffTractionFractionList;
forAll(effTractionFraction, faceI)
{
if (effTractionFraction[faceI] > 1.0)
{
facesToBreakList.insert(faceI);
facesToBreakEffTractionFractionList.insert
(
effTractionFraction[faceI]
);
}
}
labelList facesToBreak(facesToBreakList);
List<scalar> facesToBreakEffTractionFraction
(
facesToBreakEffTractionFractionList
);
nFacesToBreak = facesToBreak.size();
// Break only one face per topo change
if (nFacesToBreak > 1)
{
nFacesToBreak = 1;
}
// philipc - select face with maximum effective traction fraction
label faceToBreakIndex = -1;
scalar faceToBreakEffTractionFraction = 0;
forAll(facesToBreakEffTractionFraction, faceI)
{
if
(
facesToBreakEffTractionFraction[faceI]
> faceToBreakEffTractionFraction
)
{
faceToBreakEffTractionFraction =
facesToBreakEffTractionFraction[faceI];
faceToBreakIndex = facesToBreak[faceI];
}
}
scalar gMaxEffTractionFraction =
returnReduce(faceToBreakEffTractionFraction, maxOp<scalar>());
if (Pstream::parRun())
{
bool procHasFaceToBreak = false;
if (nFacesToBreak > 0)
{
if
(
mag(gMaxEffTractionFraction - faceToBreakEffTractionFraction)
< SMALL
)
{
// philipc - Maximum traction fraction is on this processor
procHasFaceToBreak = true;
}
}
// Check if maximum is present on more then one processors
label procID = Pstream::nProcs();
if (procHasFaceToBreak)
{
procID = Pstream::myProcNo();
}
label minProcID =
returnReduce<label>(procID, minOp<label>());
if (procID != minProcID)
{
nFacesToBreak = 0;
}
}
// Check coupled (processor) patches
SLList<label> coupledFacesToBreakList;
SLList<scalar> coupledFacesToBreakEffTractionFractionList;
forAll(mesh.boundary(), patchI)
{
if (mesh.boundary()[patchI].coupled())
{
// scalarField pEffTraction =
// cohesiveZone.boundaryField()[patchI] *
// mag(traction.boundaryField()[patchI]);
// scalarField pEffTractionFraction = pEffTraction/sigmaMax.boundaryField()[patchI];
scalarField pNormalTraction =
cohesiveZone.boundaryField()[patchI] *
( n.boundaryField()[patchI] & traction.boundaryField()[patchI] );
// only consider tensile tractions
pNormalTraction = max(pNormalTraction, scalar(0));
scalarField pShearTraction =
cohesiveZone.boundaryField()[patchI] *
mag( (I - Foam::sqr(n.boundaryField()[patchI])) & traction.boundaryField()[patchI] );
// the traction fraction is monitored to decide which faces to break:
// ie (tN/tNC)^2 + (tS/tSC)^2 >1 to crack a face
const scalarField& pSigmaMax = sigmaMax.boundaryField()[patchI];
const scalarField& pTauMax = tauMax.boundaryField()[patchI];
scalarField pEffTractionFraction(pNormalTraction.size(), 0);
if(cohesivePatchUPtr)
{
pEffTractionFraction =
(pNormalTraction/pSigmaMax)*(pNormalTraction/pSigmaMax)
+ (pShearTraction/pTauMax)*(pShearTraction/pTauMax);
}
else
{
// solidCohesiveFixedModeMix only uses sigmaMax
pEffTractionFraction =
(pNormalTraction/pSigmaMax)*(pNormalTraction/pSigmaMax)
+ (pShearTraction/pSigmaMax)*(pShearTraction/pSigmaMax);
}
label start = mesh.boundaryMesh()[patchI].start();
forAll(pEffTractionFraction, faceI)
{
if (pEffTractionFraction[faceI] > maxEffTractionFraction)
{
maxEffTractionFraction = pEffTractionFraction[faceI];
}
if (pEffTractionFraction[faceI] > 1.0)
{
coupledFacesToBreakList.insert(start + faceI);
coupledFacesToBreakEffTractionFractionList.insert
(
pEffTractionFraction[faceI]
);
}
}
}
}
labelList coupledFacesToBreak(coupledFacesToBreakList);
List<scalar> coupledFacesToBreakEffTractionFraction
(
coupledFacesToBreakEffTractionFractionList
);
nCoupledFacesToBreak = coupledFacesToBreak.size();
// Break only one face per topo change
if (nCoupledFacesToBreak > 1)
{
nCoupledFacesToBreak = 1;
}
// Select coupled face with maximum effective traction fraction
label coupledFaceToBreakIndex = -1;
scalar coupledFaceToBreakEffTractionFraction = 0;
forAll(coupledFacesToBreakEffTractionFraction, faceI)
{
if
(
coupledFacesToBreakEffTractionFraction[faceI]
> coupledFaceToBreakEffTractionFraction
)
{
coupledFaceToBreakEffTractionFraction =
coupledFacesToBreakEffTractionFraction[faceI];
coupledFaceToBreakIndex = coupledFacesToBreak[faceI];
}
}
scalar gMaxCoupledEffTractionFraction =
returnReduce(coupledFaceToBreakEffTractionFraction, maxOp<scalar>());
if (Pstream::parRun())
{
bool procHasCoupledFaceToBreak = false;
if (nCoupledFacesToBreak > 0)
{
if
(
mag(gMaxCoupledEffTractionFraction - coupledFaceToBreakEffTractionFraction)
< SMALL
)
{
// Maximum traction fraction is on this processor
procHasCoupledFaceToBreak = true;
}
}
// Check if maximum is present on more then one processors
label procID = Pstream::nProcs();
if (procHasCoupledFaceToBreak)
{
procID = Pstream::myProcNo();
}
label minProcID =
returnReduce<label>(procID, minOp<label>());
if (procID != minProcID)
{
nCoupledFacesToBreak = 0;
}
}
if (gMaxCoupledEffTractionFraction > gMaxEffTractionFraction)
{
// Break coupled face
nFacesToBreak = 0;
}
else
{
// Break internal face
nCoupledFacesToBreak = 0;
}
// Make sure that coupled faces are broken in pairs
labelList ngbProc(Pstream::nProcs(), -1);
labelList index(Pstream::nProcs(), -1);
if (nCoupledFacesToBreak)
{
label patchID =
mesh.boundaryMesh().whichPatch(coupledFaceToBreakIndex);
label start = mesh.boundaryMesh()[patchID].start();
label localIndex = coupledFaceToBreakIndex - start;
const processorPolyPatch& procPatch =
refCast<const processorPolyPatch>(mesh.boundaryMesh()[patchID]);
label ngbProcNo = procPatch.neighbProcNo();
ngbProc[Pstream::myProcNo()] = ngbProcNo;
index[Pstream::myProcNo()] = localIndex;
}
if (returnReduce(nCoupledFacesToBreak, maxOp<label>()))
{
reduce(ngbProc, maxOp<labelList>());
reduce(index, maxOp<labelList>());
for (label procI = 0; procI < Pstream::nProcs(); procI++)
{
if (procI != Pstream::myProcNo())
{
if (ngbProc[procI] == Pstream::myProcNo())
{
forAll(mesh.boundaryMesh(), patchI)
{
if
(
mesh.boundaryMesh()[patchI].type()
== processorPolyPatch::typeName
)
{
const processorPolyPatch& procPatch =
refCast<const processorPolyPatch>
(
mesh.boundaryMesh()[patchI]
);
label ngbProcNo = procPatch.neighbProcNo();
if (ngbProcNo == procI)
{
label start =
mesh.boundaryMesh()[patchI].start();
coupledFaceToBreakIndex = start + index[procI];
nCoupledFacesToBreak = 1;
}
}
}
}
}
}
}
vector faceToBreakTraction = vector::zero;
vector faceToBreakNormal = vector::zero;
scalar faceToBreakSigmaMax = 0.0;
scalar faceToBreakTauMax = 0.0;
// Set faces to break
if (nFacesToBreak > 0)
{
faceToBreakTraction = traction.internalField()[faceToBreakIndex];
faceToBreakNormal = n.internalField()[faceToBreakIndex];
// Scale broken face traction
faceToBreakSigmaMax = sigmaMaxI[faceToBreakIndex];
faceToBreakTauMax = tauMaxI[faceToBreakIndex];
scalar normalTrac = faceToBreakNormal & faceToBreakTraction;
normalTrac = max(normalTrac, 0.0);
scalar shearTrac = mag( (I - sqr(faceToBreakNormal)) & faceToBreakTraction );
scalar scaleFactor = 1;
if(cohesivePatchUPtr)
{
scaleFactor =
::sqrt(1 / (
(normalTrac/faceToBreakSigmaMax)*(normalTrac/faceToBreakSigmaMax)
+ (shearTrac/faceToBreakTauMax)*(shearTrac/faceToBreakTauMax)
) );
}
else
{
// solidCohesiveFixedModeMix only uses sigmaMax
scaleFactor =
::sqrt(1 / (
(normalTrac/faceToBreakSigmaMax)*(normalTrac/faceToBreakSigmaMax)
+ (shearTrac/faceToBreakSigmaMax)*(shearTrac/faceToBreakSigmaMax)
) );
}
faceToBreakTraction *= scaleFactor;
topoChange = true;
}
else if (nCoupledFacesToBreak > 0)
{
label patchID =
mesh.boundaryMesh().whichPatch(coupledFaceToBreakIndex);
label start = mesh.boundaryMesh()[patchID].start();
label localIndex = coupledFaceToBreakIndex - start;
faceToBreakTraction = traction.boundaryField()[patchID][localIndex];
faceToBreakNormal = n.boundaryField()[patchID][localIndex];
// Scale broken face traction
faceToBreakSigmaMax = sigmaMax.boundaryField()[patchID][localIndex];
faceToBreakTauMax = tauMax.boundaryField()[patchID][localIndex];
scalar normalTrac = faceToBreakNormal & faceToBreakTraction;
normalTrac = max(normalTrac, 0.0);
scalar shearTrac = mag( (I - sqr(faceToBreakNormal)) & faceToBreakTraction );
scalar scaleFactor = 1;
if(cohesivePatchUPtr)
{
scaleFactor =
::sqrt(1 / (
(normalTrac/faceToBreakSigmaMax)*(normalTrac/faceToBreakSigmaMax)
+ (shearTrac/faceToBreakTauMax)*(shearTrac/faceToBreakTauMax)
) );
}
else
{
// solidCohesiveFixedModeMix only uses sigmaMax
scaleFactor =
::sqrt(1 / (
(normalTrac/faceToBreakSigmaMax)*(normalTrac/faceToBreakSigmaMax)
+ (shearTrac/faceToBreakSigmaMax)*(shearTrac/faceToBreakSigmaMax)
) );
}
faceToBreakTraction *= scaleFactor;
topoChange = true;
}
reduce(topoChange, orOp<bool>());
labelList faceToBreak(nFacesToBreak, faceToBreakIndex);
boolList faceToBreakFlip(nFacesToBreak, false);
labelList coupledFaceToBreak
(
nCoupledFacesToBreak,
coupledFaceToBreakIndex
);
reduce(nFacesToBreak, maxOp<label>());
reduce(nCoupledFacesToBreak, maxOp<label>());
if (nFacesToBreak || nCoupledFacesToBreak)
{
Pout << "Internal face to break: " << faceToBreak << endl;
Pout << "Coupled face to break: " << coupledFaceToBreak << endl;
mesh.setBreak(faceToBreak, faceToBreakFlip, coupledFaceToBreak);
mesh.update();
const labelList& faceMap = mesh.topoChangeMap().faceMap();
label start = mesh.boundaryMesh()[cohesivePatchID].start();
// mu = rheology.mu();
// lambda = rheology.lambda();
// muf = fvc::interpolate(mu);
// lambdaf = fvc::interpolate(lambda);
C = rheology.C();
K = rheology.K();
Cf = fvc::interpolate(C);
Kf = fvc::interpolate(K);
// we need to modify propertiess after cracking otherwise momentum equation is wrong
// but solidInterface seems to hold some information about old mesh
// so we will delete it and make another
// we could probably add a public clearout function
// create new solidInterface
//Pout << "Creating new solidInterface" << endl;
//delete solidInterfacePtr;
//solidInterfacePtr = new solidInterface(mesh, rheology);
// delete demand driven data as the mesh has changed
if(rheology.solidInterfaceActive())
{
rheology.solInterface().clearOut();
solidInterfacePtr->modifyProperties(Cf, Kf);
}
// Local crack displacement
vectorField UpI =
U.boundaryField()[cohesivePatchID].patchInternalField();
vectorField oldUpI =
U.oldTime().boundaryField()[cohesivePatchID].patchInternalField();
// Global crack displacement
vectorField globalUpI = mesh.globalCrackField(UpI);
vectorField globalOldUpI = mesh.globalCrackField(oldUpI);
// C and K field on new crack faces must be updated
symmTensor4thOrderField CPI = C.boundaryField()[cohesivePatchID].patchInternalField();
diagTensorField KPI = K.boundaryField()[cohesivePatchID].patchInternalField();
symmTensor4thOrderField globalCPI = mesh.globalCrackField(CPI);
diagTensorField globalKPI = mesh.globalCrackField(KPI);
// cohesivePatchU.size()
int cohesivePatchSize(cohesivePatchUPtr ? cohesivePatchUPtr->size() : cohesivePatchUFixedModePtr->size());
// Initialise U for new cohesive face
const labelList& gcfa = mesh.globalCrackFaceAddressing();
label globalIndex = mesh.localCrackStart();
// for (label i=0; i<cohesivePatchU.size(); i++)
for (label i=0; i<cohesivePatchSize; i++)
{
label oldFaceIndex = faceMap[start+i];
// If new face
if (oldFaceIndex == faceToBreakIndex)
{
U.boundaryField()[cohesivePatchID][i] =
0.5
*(
globalUpI[globalIndex]
+ globalUpI[gcfa[globalIndex]]
);
U.oldTime().boundaryField()[cohesivePatchID][i] =
0.5
*(
globalOldUpI[globalIndex]
+ globalOldUpI[gcfa[globalIndex]]
);
// initialise C and K on new faces
// set new face value to value of internal cell
Cf.boundaryField()[cohesivePatchID][i] = globalCPI[globalIndex];
Kf.boundaryField()[cohesivePatchID][i] = globalKPI[globalIndex];
globalIndex++;
}
else
{
globalIndex++;
}
}
// we must calculate grad using interface
// U at the interface has not been calculated yet as interface.correct()
// has not been called yet
// not really a problem as gradU is correct in second outer iteration
// as long as this does not cause convergence problems for the first iterations.
// we should be able to calculate the interface displacements without
// having to call interface.correct()
// todo: add calculateInterfaceU() function
// interface grad uses Gauss, we need least squares
//gradU = solidInterfacePtr->grad(U);
gradU = fvc::grad(U); // leastSquaresSolidInterface grad scheme
//snGradU = fvc::snGrad(U);
# include "calculateTraction.H"
//if (nFacesToBreak || nCoupledFacesToBreak) mesh.write(); traction.write();
// Initialise initiation traction for new cohesive patch face
// for (label i=0; i<cohesivePatchU.size(); i++)
for (label i=0; i<cohesivePatchSize; i++)
{
label oldFaceIndex = faceMap[start+i];
// If new face
if
(
(oldFaceIndex == faceToBreakIndex)
|| (oldFaceIndex == coupledFaceToBreakIndex)
)
{
vector n0 =
mesh.Sf().boundaryField()[cohesivePatchID][i]
/mesh.magSf().boundaryField()[cohesivePatchID][i];
//vector n1 = -n0;
if ((n0&faceToBreakNormal) > SMALL)
{
traction.boundaryField()[cohesivePatchID][i] =
faceToBreakTraction;
traction.oldTime().boundaryField()[cohesivePatchID][i] =
faceToBreakTraction;
if(cohesivePatchUPtr)
{
cohesivePatchUPtr->traction()[i] = faceToBreakTraction;
}
else
{
cohesivePatchUFixedModePtr->traction()[i] =
faceToBreakTraction;
cohesivePatchUFixedModePtr->initiationTraction()[i] =
faceToBreakTraction;
}
}
else
{
traction.boundaryField()[cohesivePatchID][i] =
-faceToBreakTraction;
traction.oldTime().boundaryField()[cohesivePatchID][i] =
-faceToBreakTraction;
//cohesivePatchU.traction()[i] = -faceToBreakTraction;
if(cohesivePatchUPtr)
{
cohesivePatchUPtr->traction()[i] = -faceToBreakTraction;
}
else
{
cohesivePatchUFixedModePtr->traction()[i] =
-faceToBreakTraction;
cohesivePatchUFixedModePtr->initiationTraction()[i] =
-faceToBreakTraction;
}
}
}
}
// hmmnn we only need a reference for very small groups of cells
// turn off for now
//# include "updateReference.H"
}
}