int EEBeamColumn2d::setInitialStiff(const Matrix &kbinit)
{
if (kbinit.noRows() != 3 || kbinit.noCols() != 3) {
opserr << "EEBeamColumn2d::setInitialStiff() - "
<< "matrix size is incorrect for element: "
<< this->getTag() << endln;
return -1;
}
kbInit = kbinit;
// transform stiffness from basic sys B to basic sys A
static Matrix kbAInit(3,3);
kbAInit.Zero();
kbAInit(0,0) = kbInit(0,0);
kbAInit(1,1) = L*L*kbInit(1,1) + L*(kbInit(1,2)+kbInit(2,1)) + kbInit(2,2);
kbAInit(1,2) = -L*kbInit(1,2) - kbInit(2,2);
kbAInit(2,1) = -L*kbInit(2,1) - kbInit(2,2);
kbAInit(2,2) = kbInit(2,2);
// transform stiffness from the basic to the global system
theInitStiff.Zero();
theInitStiff = theCoordTransf->getInitialGlobalStiffMatrix(kbAInit);
return 0;
}
void EEBeamColumn2d::applyIMod()
{
// get daq displacements
if (theSite != 0) {
(*dbDaq) = theSite->getDisp();
}
else {
sData[0] = OF_RemoteTest_getDisp;
theChannel->sendVector(0, 0, *sendData, 0);
theChannel->recvVector(0, 0, *recvData, 0);
}
// correct for displacement control errors using I-Modification
if ((*dbDaq)[0] != 0.0) {
(*qDaq)[0] -= kbInit(0,0)*((*dbDaq)[0] - (*db)[0]);
}
if ((*dbDaq)[1] != 0.0) {
(*qDaq)[1] -= kbInit(1,1)*((*dbDaq)[1] - (*db)[1]);
(*qDaq)[2] -= kbInit(2,1)*((*dbDaq)[1] - (*db)[1]);
}
if ((*dbDaq)[2] != 0.0) {
(*qDaq)[1] -= kbInit(1,2)*((*dbDaq)[2] - (*db)[2]);
(*qDaq)[2] -= kbInit(2,2)*((*dbDaq)[2] - (*db)[2]);
}
}
int ElastomericBearing2d::recvSelf(int commitTag, Channel &rChannel,
FEM_ObjectBroker &theBroker)
{
// delete material memory
for (int i=0; i<2; i++)
if (theMaterials[i] != 0)
delete theMaterials[i];
// receive element parameters
static Vector data(9);
rChannel.recvVector(0, commitTag, data);
this->setTag((int)data(0));
k0 = data(1);
qYield = data(2);
k2 = data(3);
shearDistI = data(4);
addRayleigh = (int)data(5);
mass = data(6);
double ke = k0 + k2;
// receive the two end nodes
rChannel.recvID(0, commitTag, connectedExternalNodes);
// receive the material class tags
ID matClassTags(2);
rChannel.recvID(0, commitTag, matClassTags);
// receive the material models
for (int i=0; i<2; i++) {
theMaterials[i] = theBroker.getNewUniaxialMaterial(matClassTags(i));
if (theMaterials[i] == 0) {
opserr << "ElastomericBearing2d::recvSelf() - "
<< "failed to get blank uniaxial material.\n";
return -2;
}
theMaterials[i]->recvSelf(commitTag, rChannel, theBroker);
}
// receive remaining data
if ((int)data(7) == 3) {
x.resize(3);
rChannel.recvVector(0, commitTag, x);
}
if ((int)data(8) == 3) {
y.resize(3);
rChannel.recvVector(0, commitTag, y);
}
// initialize initial stiffness matrix
kbInit.Zero();
kbInit(0,0) = theMaterials[0]->getInitialTangent();
kbInit(1,1) = ke;
kbInit(2,2) = theMaterials[1]->getInitialTangent();
// initialize other variables
this->revertToStart();
return 0;
}
ElastomericBearing2d::ElastomericBearing2d(int tag, int Nd1, int Nd2,
double ke, double fy, double alpha, UniaxialMaterial **materials,
const Vector _y, const Vector _x, double sdI, int addRay, double m)
: Element(tag, ELE_TAG_ElastomericBearing2d),
connectedExternalNodes(2),
k0(0.0), qYield(0.0), k2(0.0), x(_x), y(_y),
shearDistI(sdI), addRayleigh(addRay), mass(m),
L(0.0), ub(3), ubPlastic(0.0), qb(3), kb(3,3), ul(6),
Tgl(6,6), Tlb(3,6), ubPlasticC(0.0), kbInit(3,3)
{
// ensure the connectedExternalNode ID is of correct size & set values
if (connectedExternalNodes.Size() != 2) {
opserr << "ElastomericBearing2d::ElastomericBearing2d() - element: "
<< this->getTag() << " - failed to create an ID of size 2.\n";
}
connectedExternalNodes(0) = Nd1;
connectedExternalNodes(1) = Nd2;
// set node pointers to NULL
for (int i=0; i<2; i++)
theNodes[i] = 0;
// initialize parameters
k0 = (1.0-alpha)*ke;
qYield = (1.0-alpha)*fy;
k2 = alpha*ke;
// check material input
if (materials == 0) {
opserr << "ElastomericBearing2d::ElastomericBearing2d() - "
<< "null material array passed.\n";
exit(-1);
}
// get copies of the uniaxial materials
for (int i=0; i<2; i++) {
if (materials[i] == 0) {
opserr << "ElastomericBearing2d::ElastomericBearing2d() - "
"null uniaxial material pointer passed.\n";
exit(-1);
}
theMaterials[i] = materials[i]->getCopy();
if (theMaterials[i] == 0) {
opserr << "ElastomericBearing2d::ElastomericBearing2d() - "
<< "failed to copy uniaxial material.\n";
exit(-1);
}
}
// initialize initial stiffness matrix
kbInit.Zero();
kbInit(0,0) = theMaterials[0]->getInitialTangent();
kbInit(1,1) = ke;
kbInit(2,2) = theMaterials[1]->getInitialTangent();
// initialize other variables
this->revertToStart();
}
int EEBearing3d::setInitialStiff(const Matrix& kbinit)
{
// set initial stiffness matrix in basic system
if (kbinit.noRows() != 2 || kbinit.noCols() != 2) {
opserr << "EEBearing3d::setInitialStiff() - "
<< "matrix size is incorrect for element: "
<< this->getTag() << ".\n";
return OF_ReturnType_failed;
}
kbInit(0,0) = theMaterials[0]->getInitialTangent();
kbInit(1,1) = kbinit(0,0); kbInit(1,2) = kbinit(0,1);
kbInit(2,1) = kbinit(1,0); kbInit(2,2) = kbinit(1,1);
kbInit(3,3) = theMaterials[1]->getInitialTangent();
kbInit(4,4) = theMaterials[2]->getInitialTangent();
kbInit(5,5) = theMaterials[3]->getInitialTangent();
// zero the global matrix
theInitStiff.Zero();
// transform from basic to local system
static Matrix klInit(12,12);
klInit.addMatrixTripleProduct(0.0, Tlb, kbInit, 1.0);
// transform from local to global system
theInitStiff.addMatrixTripleProduct(0.0, Tgl, klInit, 1.0);
return OF_ReturnType_completed;
}
int EETrussCorot::setInitialStiff(const Matrix& kbinit)
{
if (kbinit.noRows() != 1 || kbinit.noCols() != 1) {
opserr << "EETrussCorot::setInitialStiff(): "
<< "matrix size is incorrect for element: "
<< this->getTag() << endln;
return -1;
}
kbInit = kbinit;
// transform the stiffness from the basic to the local system
static Matrix kl(3,3);
kl.Zero();
kl(0,0) = kbInit(0,0);
// transform the stiffness from the local to the global system
static Matrix kg(3,3);
kg.addMatrixTripleProduct(0.0, R, kl, 1.0);
// copy stiffness into appropriate blocks in element stiffness
theInitStiff.Zero();
int numDOF2 = numDOF/2;
for (int i=0; i<numDIM; i++) {
for (int j=0; j<numDIM; j++) {
theInitStiff(i,j) = kg(i,j);
theInitStiff(i,j+numDOF2) = -kg(i,j);
theInitStiff(i+numDOF2,j) = -kg(i,j);
theInitStiff(i+numDOF2,j+numDOF2) = kg(i,j);
}
}
return 0;
}
int EETruss::setInitialStiff(const Matrix& kbinit)
{
if (kbinit.noRows() != 1 || kbinit.noCols() != 1) {
opserr << "EETruss::setInitialStiff(): "
<< "matrix size is incorrect for element: "
<< this->getTag() << endln;
return -1;
}
kbInit = kbinit;
// transform the stiffness from the basic to the global system
theInitStiff.Zero();
int numDOF2 = numDOF/2;
double temp;
for (int i=0; i<numDIM; i++) {
for (int j=0; j<numDIM; j++) {
temp = cosX[i]*cosX[j]*kbInit(0,0);
theInitStiff(i,j) = temp;
theInitStiff(i+numDOF2,j) = -temp;
theInitStiff(i,j+numDOF2) = -temp;
theInitStiff(i+numDOF2,j+numDOF2) = temp;
}
}
return 0;
}
const Matrix& TwoNodeLink::getInitialStiff()
{
// zero the matrix
theMatrix->Zero();
// get initial stiffnesses
Matrix kbInit(numDir,numDir);
for (int i=0; i<numDir; i++) {
kbInit(i,i) = theMaterials[i]->getInitialTangent();
}
// transform from basic to local system
Matrix klInit(numDOF,numDOF);
klInit.addMatrixTripleProduct(0.0, Tlb, kbInit, 1.0);
// transform from local to global system
theMatrix->addMatrixTripleProduct(0.0, Tgl, klInit, 1.0);
//Matrix kgInit(numDOF,numDOF);
//kgInit.addMatrixTripleProduct(0.0, Tgl, klInit, 1.0);
//theMatrix->addMatrixTranspose(0.5, kgInit, 0.5);
return *theMatrix;
}
const Matrix& EETrussCorot::getTangentStiff()
{
// zero the global matrix
theMatrix->Zero();
if (firstWarning == true) {
opserr << "\nWARNING EETrussCorot::getTangentStiff() - "
<< "Element: " << this->getTag() << endln
<< "TangentStiff cannot be calculated." << endln
<< "Return InitialStiff including GeometricStiff instead."
<< endln;
opserr << "Subsequent getTangentStiff warnings will be suppressed."
<< endln;
firstWarning = false;
}
// get daq resisting forces
if (theSite != 0) {
(*qDaq) = theSite->getForce();
}
else {
sData[0] = OF_RemoteTest_getForce;
theChannel->sendVector(0, 0, *sendData, 0);
theChannel->recvVector(0, 0, *recvData, 0);
}
// apply optional initial stiffness modification
if (iMod == true) {
// get daq displacements
if (theSite != 0) {
(*dbDaq) = theSite->getDisp();
}
else {
sData[0] = OF_RemoteTest_getDisp;
theChannel->sendVector(0, 0, *sendData, 0);
theChannel->recvVector(0, 0, *recvData, 0);
}
// correct for displacement control errors using I-Modification
qDaq->addMatrixVector(1.0, kbInit, (*dbDaq) - (*db), -1.0);
}
// transform the stiffness from the basic to the local system
int i,j;
static Matrix kl(3,3);
double EAoverL3 = kbInit(0,0)/(Ln*Ln);
for (i=0; i<3; i++)
for (j=0; j<3; j++)
kl(i,j) = EAoverL3*d21[i]*d21[j];
// add geometric stiffness portion
double SL = (*qDaq)(0)/Ln;
double SA = (*qDaq)(0)/(Ln*Ln*Ln);
for (i=0; i<3; i++) {
kl(i,i) += SL;
for (j=0; j<3; j++)
kl(i,j) -= SA*d21[i]*d21[j];
}
// transform the stiffness from the local to the global system
static Matrix kg(3,3);
kg.addMatrixTripleProduct(0.0, R, kl, 1.0);
// copy stiffness into appropriate blocks in element stiffness
int numDOF2 = numDOF/2;
for (i=0; i<numDIM; i++) {
for (j=0; j<numDIM; j++) {
(*theMatrix)(i,j) = kg(i,j);
(*theMatrix)(i,j+numDOF2) = -kg(i,j);
(*theMatrix)(i+numDOF2,j) = -kg(i,j);
(*theMatrix)(i+numDOF2,j+numDOF2) = kg(i,j);
}
}
return *theMatrix;
}
ElastomericBearingBoucWen2d::ElastomericBearingBoucWen2d(int tag,
int Nd1, int Nd2, double kInit, double fy, double alpha1,
UniaxialMaterial **materials, const Vector _y, const Vector _x,
double alpha2, double _mu, double _eta, double _beta, double _gamma,
double sdI, int addRay, double m, int maxiter, double _tol)
: Element(tag, ELE_TAG_ElastomericBearingBoucWen2d),
connectedExternalNodes(2), k0(0.0), qYield(0.0), k2(0.0), k3(0.0),
mu(_mu), eta(_eta), beta(_beta), gamma(_gamma), A(1.0), x(_x), y(_y),
shearDistI(sdI), addRayleigh(addRay), mass(m), maxIter(maxiter), tol(_tol),
L(0.0), onP0(true), ub(3), z(0.0), dzdu(0.0), qb(3), kb(3,3), ul(6),
Tgl(6,6), Tlb(3,6), ubC(3), zC(0.0), kbInit(3,3), theLoad(6)
{
// ensure the connectedExternalNode ID is of correct size & set values
if (connectedExternalNodes.Size() != 2) {
opserr << "ElastomericBearingBoucWen2d::ElastomericBearingBoucWen2d() - element: "
<< this->getTag() << " - failed to create an ID of size 2.\n";
exit(-1);
}
connectedExternalNodes(0) = Nd1;
connectedExternalNodes(1) = Nd2;
// set node pointers to NULL
for (int i=0; i<2; i++)
theNodes[i] = 0;
// initialize parameters
k0 = (1.0-alpha1)*kInit;
k2 = alpha1*kInit;
k3 = alpha2*kInit;
qYield = (1.0-alpha1-alpha2*pow(fy/kInit,mu-1.0))*fy;
// check material input
if (materials == 0) {
opserr << "ElastomericBearingBoucWen2d::ElastomericBearingBoucWen2d() - "
<< "null material array passed.\n";
exit(-1);
}
// get copies of the uniaxial materials
for (int i=0; i<2; i++) {
if (materials[i] == 0) {
opserr << "ElastomericBearingBoucWen2d::ElastomericBearingBoucWen2d() - "
"null uniaxial material pointer passed.\n";
exit(-1);
}
theMaterials[i] = materials[i]->getCopy();
if (theMaterials[i] == 0) {
opserr << "ElastomericBearingBoucWen2d::ElastomericBearingBoucWen2d() - "
<< "failed to copy uniaxial material.\n";
exit(-1);
}
}
// initialize initial stiffness matrix
kbInit.Zero();
kbInit(0,0) = theMaterials[0]->getInitialTangent();
kbInit(1,1) = A*k0 + k2;
kbInit(2,2) = theMaterials[1]->getInitialTangent();
// initialize other variables
this->revertToStart();
}
int SingleFPSimple2d::recvSelf(int commitTag, Channel &rChannel,
FEM_ObjectBroker &theBroker)
{
// delete material memory
for (int i=0; i<2; i++)
if (theMaterials[i] != 0)
delete theMaterials[i];
// receive element parameters
static Vector data(11);
rChannel.recvVector(0, commitTag, data);
this->setTag((int)data(0));
R = data(1);
h = data(2);
uy = data(3);
shearDistI = data(4);
addRayleigh = (int)data(5);
mass = data(6);
maxIter = (int)data(7);
tol = data(8);
// receive the two end nodes
rChannel.recvID(0, commitTag, connectedExternalNodes);
// receive the friction model class tag
ID frnClassTag(1);
rChannel.recvID(0, commitTag, frnClassTag);
// receive the friction model
theFrnMdl = theBroker.getNewFrictionModel(frnClassTag(0));
if (theFrnMdl == 0) {
opserr << "SingleFPSimple2d::recvSelf() - "
<< "failed to get blank friction model.\n";
return -1;
}
theFrnMdl->recvSelf(commitTag, rChannel, theBroker);
// receive the material class tags
ID matClassTags(2);
rChannel.recvID(0, commitTag, matClassTags);
// receive the material models
for (int i=0; i<2; i++) {
theMaterials[i] = theBroker.getNewUniaxialMaterial(matClassTags(i));
if (theMaterials[i] == 0) {
opserr << "SingleFPSimple2d::recvSelf() - "
<< "failed to get blank uniaxial material.\n";
return -2;
}
theMaterials[i]->recvSelf(commitTag, rChannel, theBroker);
}
// receive remaining data
if ((int)data(9) == 3) {
x.resize(3);
rChannel.recvVector(0, commitTag, x);
}
if ((int)data(10) == 3) {
y.resize(3);
rChannel.recvVector(0, commitTag, y);
}
// initialize initial stiffness matrix
kbInit.Zero();
kbInit(0,0) = theMaterials[0]->getInitialTangent();
kbInit(1,1) = kbInit(0,0)*DBL_EPSILON;
kbInit(2,2) = theMaterials[1]->getInitialTangent();
// initialize other variables
this->revertToStart();
return 0;
}
SingleFPSimple2d::SingleFPSimple2d(int tag, int Nd1, int Nd2,
FrictionModel &thefrnmdl, double r, double _h, double _uy,
UniaxialMaterial **materials, const Vector _y, const Vector _x,
double sdI, int addRay, double m, int maxiter, double _tol)
: Element(tag, ELE_TAG_SingleFPSimple2d),
connectedExternalNodes(2), theFrnMdl(0),
R(r), h(_h), uy(_uy), x(_x), y(_y),
shearDistI(sdI), addRayleigh(addRay),
mass(m), maxIter(maxiter), tol(_tol),
Reff(0.0), L(0.0), ub(3), ubPlastic(0.0), qb(3),
kb(3,3), ul(6), Tgl(6,6), Tlb(3,6), ubPlasticC(0.0), kbInit(3,3)
{
// ensure the connectedExternalNode ID is of correct size & set values
if (connectedExternalNodes.Size() != 2) {
opserr << "SingleFPSimple2d::SingleFPSimple2d() - element: "
<< this->getTag() << " failed to create an ID of size 2\n";
}
connectedExternalNodes(0) = Nd1;
connectedExternalNodes(1) = Nd2;
// set node pointers to NULL
for (int i=0; i<2; i++)
theNodes[i] = 0;
// get a copy of the friction model
theFrnMdl = thefrnmdl.getCopy();
if (theFrnMdl == 0) {
opserr << "SingleFPSimple2d::SingleFPSimple2d() - "
<< "failed to get copy of the friction model.\n";
exit(-1);
}
// check material input
if (materials == 0) {
opserr << "SingleFPSimple2d::SingleFPSimple2d() - "
<< "null material array passed.\n";
exit(-1);
}
// get copies of the uniaxial materials
for (int i=0; i<2; i++) {
if (materials[i] == 0) {
opserr << "SingleFPSimple2d::SingleFPSimple2d() - "
"null uniaxial material pointer passed.\n";
exit(-1);
}
theMaterials[i] = materials[i]->getCopy();
if (theMaterials[i] == 0) {
opserr << "SingleFPSimple2d::SingleFPSimple2d() - "
<< "failed to copy uniaxial material.\n";
exit(-1);
}
}
// initialize initial stiffness matrix
kbInit.Zero();
kbInit(0,0) = theMaterials[0]->getInitialTangent();
kbInit(1,1) = kbInit(0,0)*DBL_EPSILON;
kbInit(2,2) = theMaterials[1]->getInitialTangent();
// initialize other variables
this->revertToStart();
}
const Vector& EEBeamColumn2d::getResistingForce()
{
// make sure the coordinate transformation is updated
theCoordTransf->update();
// zero the global residual
theVector.Zero();
// get daq resisting forces
if (theSite != 0) {
(*qDaq) = theSite->getForce();
}
else {
sData[0] = OF_RemoteTest_getForce;
theChannel->sendVector(0, 0, *sendData, 0);
theChannel->recvVector(0, 0, *recvData, 0);
}
// get chord rotation from basic sys A to B
double alpha = atan2((*db)[1],L+(*db)[0]);
// apply optional initial stiffness modification
if (iMod == true)
this->applyIMod();
// use elastic axial force if axial force from test is zero
if (fabs((*qDaq)[0]) < 1.0E-12) {
double qA0 = kbInit(0,0)*(sqrt(pow(L+(*db)[0],2)+pow((*db)[1],2))-L);
(*qDaq)[0] = cos(alpha)*qA0;
(*qDaq)[1] += sin(alpha)*qA0;
}
// save corresponding ctrl response for recorder
dbCtrl = (*db);
vbCtrl = (*vb);
abCtrl = (*ab);
/* transform forces from basic sys B to basic sys A (linear)
static Vector qA(3);
qA(0) = (*qDaq)[0];
qA(1) = -L*(*qDaq)[1] - (*qDaq)[2];
qA(2) = (*qDaq)[2];*/
// transform forces from basic sys B to basic sys A (nonlinear)
static Vector qA(3);
qA(0) = cos(alpha)*(*qDaq)[0] + sin(alpha)*(*qDaq)[1];
qA(1) = (*db)[1]*(*qDaq)[0] - (L+(*db)[0])*(*qDaq)[1] - (*qDaq)[2];
qA(2) = (*qDaq)[2];
// add fixed end forces
for (int i=0; i<3; i++) {
qA(i) += qA0[i];
}
// Vector for reactions in basic system A
Vector pA0Vec(pA0, 3);
// determine resisting forces in global system
theVector = theCoordTransf->getGlobalResistingForce(qA, pA0Vec);
// subtract external load
theVector.addVector(1.0, theLoad, -1.0);
return theVector;
}
const Matrix& EEBeamColumn2d::getTangentStiff()
{
if (firstWarning == true) {
opserr << "\nWARNING EEBeamColumn2d::getTangentStiff() - "
<< "Element: " << this->getTag() << endln
<< "TangentStiff cannot be calculated." << endln
<< "Return InitialStiff including GeometricStiff instead."
<< endln;
opserr << "Subsequent getTangentStiff warnings will be suppressed."
<< endln;
firstWarning = false;
}
// get daq resisting forces
if (theSite != 0) {
(*qDaq) = theSite->getForce();
}
else {
sData[0] = OF_RemoteTest_getForce;
theChannel->sendVector(0, 0, *sendData, 0);
theChannel->recvVector(0, 0, *recvData, 0);
}
// get chord rotation from basic sys A to B
double alpha = atan2((*db)[1],L+(*db)[0]);
// apply optional initial stiffness modification
if (iMod == true)
this->applyIMod();
// use elastic axial force if axial force from test is zero
if (fabs((*qDaq)[0]) < 1.0E-12) {
double qA0 = kbInit(0,0)*(sqrt(pow(L+(*db)[0],2)+pow((*db)[1],2))-L);
(*qDaq)[0] = cos(alpha)*qA0;
(*qDaq)[1] += sin(alpha)*qA0;
}
/* transform forces from basic sys B to basic sys A (linear)
static Vector qA(3);
qA(0) = (*qDaq)[0];
qA(1) = -L*(*qDaq)[1] - (*qDaq)[2];
qA(2) = (*qDaq)[2];*/
// transform forces from basic sys B to basic sys A (nonlinear)
static Vector qA(3);
qA(0) = cos(alpha)*(*qDaq)[0] + sin(alpha)*(*qDaq)[1];
qA(1) = (*db)[1]*(*qDaq)[0] - (L+(*db)[0])*(*qDaq)[1] - (*qDaq)[2];
qA(2) = (*qDaq)[2];
// add fixed end forces
for (int i=0; i<3; i++) {
qA(i) += qA0[i];
}
// transform stiffness from basic sys B to basic sys A
static Matrix kbAInit(3,3);
kbAInit.Zero();
kbAInit(0,0) = kbInit(0,0);
kbAInit(1,1) = L*L*kbInit(1,1) + L*(kbInit(1,2)+kbInit(2,1)) + kbInit(2,2);
kbAInit(1,2) = -L*kbInit(1,2) - kbInit(2,2);
kbAInit(2,1) = -L*kbInit(2,1) - kbInit(2,2);
kbAInit(2,2) = kbInit(2,2);
return theCoordTransf->getGlobalStiffMatrix(kbAInit, qA);
}
const Matrix& EEBearing3d::getTangentStiff()
{
if (firstWarning == true) {
opserr << "\nWARNING EEBearing3d::getTangentStiff() - "
<< "Element: " << this->getTag() << endln
<< "TangentStiff cannot be calculated." << endln
<< "Return InitialStiff including GeometricStiff instead."
<< endln;
opserr << "Subsequent getTangentStiff warnings will be suppressed."
<< endln;
firstWarning = false;
}
// zero the global matrix
theMatrix.Zero();
// get stiffness matrix in basic system
static Matrix kb(6,6);
kb.Zero();
kb(0,0) = theMaterials[0]->getTangent();
kb(1,1) = kbInit(1,1); kb(1,2) = kbInit(1,2);
kb(2,1) = kbInit(2,1); kb(2,2) = kbInit(2,2);
kb(3,3) = theMaterials[1]->getTangent();
kb(4,4) = theMaterials[2]->getTangent();
kb(5,5) = theMaterials[3]->getTangent();
// transform from basic to local system
static Matrix kl(12,12);
kl.addMatrixTripleProduct(0.0, Tlb, kb, 1.0);
if (Mratio.Size() == 4) {
// get daq resisting forces in basic system
if (theSite != 0) {
(*qbDaq) = theSite->getForce();
}
else {
sData[0] = OF_RemoteTest_getForce;
theChannel->sendVector(0, 0, *sendData, 0);
theChannel->recvVector(0, 0, *recvData, 0);
}
// apply optional initial stiffness modification
if (iMod == true)
this->applyIMod();
// use material force if force from test is zero
if ((*qbDaq)(0) == 0.0)
(*qbDaq)(0) = theMaterials[0]->getStress();
if ((*qbDaq)(3) == 0.0)
(*qbDaq)(3) = theMaterials[1]->getStress();
if ((*qbDaq)(4) == 0.0)
(*qbDaq)(4) = theMaterials[2]->getStress();
if ((*qbDaq)(5) == 0.0)
(*qbDaq)(5) = theMaterials[3]->getStress();
// add geometric stiffness to local stiffness
this->addPDeltaStiff(kl);
}
// transform from local to global system
theMatrix.addMatrixTripleProduct(0.0, Tgl, kl, 1.0);
return theMatrix;
}
