int
DisplacementControl::update(const Vector &dU)
{
if (theDofID == -1) {
opserr << "DisplacementControl::newStep() - domainChanged has not been called\n";
return -1;
}
AnalysisModel *theModel = this->getAnalysisModel();
LinearSOE *theLinSOE = this->getLinearSOE();
if (theModel == 0 || theLinSOE == 0) {
opserr << "WARNING DisplacementControl::update() ";
opserr << "No AnalysisModel or LinearSOE has been set\n";
return -1;
}
(*deltaUbar) = dU; // have to do this as the SOE is gonna change
double dUabar = (*deltaUbar)(theDofID);
// determine dUhat
theLinSOE->setB(*phat);
theLinSOE->solve();
(*deltaUhat) = theLinSOE->getX();
double dUahat = (*deltaUhat)(theDofID);
if (dUahat == 0.0) {
opserr << "WARNING DisplacementControl::update() ";
opserr << "dUahat is zero -- zero reference displacement at control node DOF\n";
return -1;
}
// determine delta lambda(1) == dlambda
double dLambda = -dUabar/dUahat;
// determine delta U(i)
(*deltaU) = (*deltaUbar);
deltaU->addVector(1.0, *deltaUhat,dLambda);
// update dU and dlambda
(*deltaUstep) += *deltaU;
deltaLambdaStep += dLambda;
currentLambda += dLambda;
// update the model
theModel->incrDisp(*deltaU);
theModel->applyLoadDomain(currentLambda);
if (theModel->updateDomain() < 0) {
opserr << "DisplacementControl::update - model failed to update for new dU\n";
return -1;
}
// set the X soln in linearSOE to be deltaU for convergence Test
theLinSOE->setX(*deltaU);
numIncrLastStep++;
return 0;
}
int
ArcLength1::update(const Vector &dU)
{
AnalysisModel *theModel = this->getAnalysisModel();
LinearSOE *theLinSOE = this->getLinearSOE();
if (theModel == 0 || theLinSOE == 0) {
opserr << "WARNING ArcLength1::update() ";
opserr << "No AnalysisModel or LinearSOE has been set\n";
return -1;
}
(*deltaUbar) = dU; // have to do this as the SOE is gonna change
// determine dUhat
theLinSOE->setB(*phat);
theLinSOE->solve();
(*deltaUhat) = theLinSOE->getX();
// determine delta lambda(i)
double a = (*deltaUstep)^(*deltaUbar);
double b = (*deltaUstep)^(*deltaUhat) + alpha2*deltaLambdaStep;
if (b == 0) {
opserr << "ArcLength1::update() - zero denominator,";
opserr << " alpha was set to 0.0 and zero reference load\n";
return -1;
}
double dLambda = -a/b;
// determine delta U(i)
(*deltaU) = (*deltaUbar);
deltaU->addVector(1.0, *deltaUhat,dLambda);
// update dU and dlambda
(*deltaUstep) += *deltaU;
deltaLambdaStep += dLambda;
currentLambda += dLambda;
// update the model
theModel->incrDisp(*deltaU);
theModel->applyLoadDomain(currentLambda);
theModel->updateDomain();
// set the X soln in linearSOE to be deltaU for convergence Test
theLinSOE->setX(*deltaU);
return 0;
}
int
ArcLengthw::update(const Vector &dU)
{
ofstream factor;
factor.open("FS.dat",ios::app);
factor<<"insideupdate"<<endln;
//factor>>dU;
factor<<"insideupdate1"<<endln;
AnalysisModel *theModel = this->getAnalysisModel();
LinearSOE *theLinSOE = this->getLinearSOE();
if (theModel == 0 || theLinSOE == 0) {
opserr << "WARNING ArcLengthw::update() ";
opserr << "No AnalysisModel or LinearSOE has been set\n";
return -1;
}
(*deltaUbar) = dU; // have to do this as the SOE is gonna change
// determine dUhat
theLinSOE->setB(*phat);
theLinSOE->solve();
(*deltaUhat) = theLinSOE->getX();
double dLambda = -((*phat)^(*deltaUbar))/((*phat)^(*deltaUhat));
(*deltaU) = (*deltaUbar);
deltaU->addVector(1.0, *deltaUhat,dLambda);
// update dU and dlambda
(*deltaUstep) += *deltaU;
deltaLambdaStep += dLambda;
currentLambda += dLambda;
// update the model
theModel->incrDisp(*deltaU);
theModel->applyLoadDomain(currentLambda);
theModel->updateDomain();
// set the X soln in linearSOE to be deltaU for convergence Test
theLinSOE->setX(*deltaU);
return 0;
}
int
LoadControl::update(const Vector &deltaU)
{
AnalysisModel *myModel = this->getAnalysisModel();
LinearSOE *theSOE = this->getLinearSOE();
if (myModel == 0 || theSOE == 0) {
opserr << "WARNING LoadControl::update() ";
opserr << "No AnalysisModel or LinearSOE has been set\n";
return -1;
}
myModel->incrDisp(deltaU);
if (myModel->updateDomain() < 0) {
opserr << "LoadControl::update - model failed to update for new dU\n";
return -1;
}
// Set deltaU for the convergence test
theSOE->setX(deltaU);
numIncrLastStep++;
return 0;
}
int
ArcLength::update(const Vector &dU)
{
AnalysisModel *theModel = this->getAnalysisModel();
LinearSOE *theLinSOE = this->getLinearSOE();
if (theModel == 0 || theLinSOE == 0) {
opserr << "WARNING ArcLength::update() ";
opserr << "No AnalysisModel or LinearSOE has been set\n";
return -1;
}
(*deltaUbar) = dU; // have to do this as the SOE is gonna change
// determine dUhat
theLinSOE->setB(*phat);
theLinSOE->solve();
(*deltaUhat) = theLinSOE->getX();
// determine the coeeficients of our quadratic equation
double a = alpha2 + ((*deltaUhat)^(*deltaUhat));
double b = alpha2*deltaLambdaStep
+ ((*deltaUhat)^(*deltaUbar))
+ ((*deltaUstep)^(*deltaUhat));
b *= 2.0;
double c = 2*((*deltaUstep)^(*deltaUbar)) + ((*deltaUbar)^(*deltaUbar));
// check for a solution to quadratic
double b24ac = b*b - 4.0*a*c;
if (b24ac < 0) {
opserr << "ArcLength::update() - imaginary roots due to multiple instability";
opserr << " directions - initial load increment was too large\n";
opserr << "a: " << a << " b: " << b << " c: " << c << " b24ac: " << b24ac << endln;
return -1;
}
double a2 = 2.0*a;
if (a2 == 0.0) {
opserr << "ArcLength::update() - zero denominator";
opserr << " alpha was set to 0.0 and zero reference load\n";
return -2;
}
// determine the roots of the quadratic
double sqrtb24ac = sqrt(b24ac);
double dlambda1 = (-b + sqrtb24ac)/a2;
double dlambda2 = (-b - sqrtb24ac)/a2;
double val = (*deltaUhat)^(*deltaUstep);
double theta1 = ((*deltaUstep)^(*deltaUstep)) + ((*deltaUbar)^(*deltaUstep));
// double theta2 = theta1 + dlambda2*val;
theta1 += dlambda1*val;
// choose dLambda based on angle between incremental displacement before
// and after this step -- want positive
double dLambda;
if (theta1 > 0)
dLambda = dlambda1;
else
dLambda = dlambda2;
// determine delta U(i)
(*deltaU) = (*deltaUbar);
deltaU->addVector(1.0, *deltaUhat,dLambda);
// update dU and dlambda
(*deltaUstep) += *deltaU;
deltaLambdaStep += dLambda;
currentLambda += dLambda;
// update the model
theModel->incrDisp(*deltaU);
theModel->applyLoadDomain(currentLambda);
theModel->updateDomain();
// set the X soln in linearSOE to be deltaU for convergence Test
theLinSOE->setX(*deltaU);
return 0;
}
int
SecantLineSearch::search(double s0,
double s1,
LinearSOE &theSOE,
IncrementalIntegrator &theIntegrator)
{
double r0 = 0.0;
if ( s0 != 0.0 )
r0 = fabs( s1 / s0 );
if (r0 <= tolerance )
return 0; // Line Search Not Required Residual Decrease Less Than Tolerance
if (s1 == s0)
return 0; // Secant will have a divide-by-zero if continue
// set some variables
double eta = 1.0;
double s = s1;
double etaJ = 1.0;
double etaJm1 = 0.0;
double sJ = s1;
double sJm1 = s0;
double r = r0;
const Vector &dU = theSOE.getX();
if (printFlag == 0) {
opserr << "Secant Line Search - initial: "
<< " eta(0) : " << eta << " , Ratio |s/s0| = " << r0 << endln;
}
// perform the secant iterations:
//
// eta(j+1) = eta(j) - s(j) * (eta(j-1)-eta(j))
// ------------------------
// s(j-1) - s(j)
int count = 0; //intial value of iteration counter
while ( r > tolerance && count < maxIter ) {
count++;
eta = etaJ - sJ * (etaJm1-etaJ) / (sJm1 - sJ);
//-- want to put limits on eta and stop solution blowing up
if (eta > maxEta) eta = maxEta;
if (r > r0 ) eta = 1.0;
if (eta < minEta) eta = minEta;
//update the incremental difference in response and determine new unbalance
if (eta == etaJ)
break; // no change in response
*x = dU;
*x *= eta-etaJ;
if (theIntegrator.update(*x) < 0) {
opserr << "WARNING SecantLineSearch::search() -";
opserr << "the Integrator failed in update()\n";
return -1;
}
if (theIntegrator.formUnbalance() < 0) {
opserr << "WARNING SecantLineSearch::search() -";
opserr << "the Integrator failed in formUnbalance()\n";
return -2;
}
//new residual
const Vector &ResidJ = theSOE.getB();
//new value of s
s = dU ^ ResidJ;
//new value of r
r = fabs( s / s0 );
if (printFlag == 0) {
opserr << "Secant Line Search - iteration: " << count
<< " , eta(j) : " << eta << " , Ratio |sj/s0| = " << r << endln;
}
if (etaJ == eta)
count = maxIter;
// set variables for next iteration
etaJm1 = etaJ;
etaJ = eta;
sJm1 = sJ;
sJ = s;
if (sJm1 == sJ)
count = maxIter;
} //end while
// set X in the SOE for the revised dU, needed for convergence tests
*x = dU;
if (eta != 0.0)
*x *= eta;
theSOE.setX(*x);
return 0;
}
int
InitialInterpolatedLineSearch::search(double s0,
double s1,
LinearSOE &theSOE,
IncrementalIntegrator &theIntegrator)
{
double s = s1;
//intialize r = ratio of residuals
double r0 = 0.0;
if ( s0 != 0.0 )
r0 = fabs( s / s0 );
if (r0 <= tolerance )
return 0; // Line Search Not Required Residual Decrease Less Than Tolerance
double eta = 1.0; //initial value of line search parameter
double etaPrev = 1.0;
double r = r0;
const Vector &dU = theSOE.getX();
int count = 0; //intial value of iteration counter
if (printFlag == 0) {
opserr << "InitialInterpolated Line Search - initial "
<< " eta : " << eta
<< " , Ratio |s/s0| = " << r0 << endln;
}
// Solution procedure follows the one in Crissfields book.
// (M.A. Crissfield, Nonlinear Finite Element Analysis of Solid and Structures, Wiley. 97).
// NOTE: it is not quite linear interpolation/false-position/regula-falsi as eta(0) = 0.0
// does not change. uses eta(i) = eta(i-1)*s0
// -----------
// s0 - s(i-1) to compute eta(i)
// opserr << "dU: " << dU;
while ( r > tolerance && count < maxIter ) {
count++;
eta *= s0 / (s0 - s);
//-- want to put limits on eta(i)
if (eta > maxEta) eta = maxEta;
if (r > r0 ) eta = 1.0;
if (eta < minEta) eta = minEta;
if (eta == etaPrev)
break; // no change in response break
//dx = ( eta * dx0 );
*x = dU;
*x *= eta-etaPrev;
if (theIntegrator.update(*x) < 0) {
opserr << "WARNInG InitialInterpolatedLineSearch::search() -";
opserr << "the Integrator failed in update()\n";
return -1;
}
if (theIntegrator.formUnbalance() < 0) {
opserr << "WARNInG InitialInterpolatedLineSearch::search() -";
opserr << "the Integrator failed in formUnbalance()\n";
return -2;
}
//new residual
const Vector &ResidI = theSOE.getB();
//new value of s
s = dU ^ ResidI;
//new value of r
r = fabs( s / s0 );
if (printFlag == 0) {
opserr << "InitialInterpolated Line Search - iteration: " << count
<< " , eta(j) : " << eta
<< " , Ratio |sj/s0| = " << r << endln;
}
// reset the variables, also check not just hitting bounds over and over
if (eta == etaPrev)
count = maxIter;
else
etaPrev = eta;
} //end while
// set X in the SOE for the revised dU, needed for convergence tests
*x = dU;
if (eta != 0.0)
*x *= eta;
theSOE.setX(*x);
return 0;
}
int
DisplacementPath::update(const Vector &dU)
{
// opserr << " update is invoked " << endln;
if (theDofID == -1) {
opserr << "DisplacementControl::newStep() - domainChanged has not been called\n";
return -1;
}
AnalysisModel *theModel = this->getAnalysisModel();
LinearSOE *theLinSOE = this->getLinearSOE();
if (theModel == 0 || theLinSOE == 0) {
opserr << "WARNING DisplacementPath::update() ";
opserr << "No AnalysisModel or LinearSOE has been set\n";
return -1;
}
(*deltaUbar) = dU; // have to do this as the SOE is gonna change
double dUabar = (*deltaUbar)(theDofID);
// determine dUhat
theLinSOE->setB(*phat);
theLinSOE->solve();
(*deltaUhat) = theLinSOE->getX();
// add by zhong for check purpose
//int size = deltaUhat->Size();
//opserr << "\n size of deltaUhat = " << size << endln;
//for (int i=0; i<size; i++) {
// opserr << " dektaUhat(i) = " << (*deltaUhat)(i) << endln;
//}
// finish here
double dUahat = (*deltaUhat)(theDofID);
//opserr << " theDofID = " << theDofID << endln;
//opserr << "update( ) " << endln;
//opserr << "dUahat = " << dUahat << endln;
if (dUahat == 0.0) {
opserr << "WARNING DisplacementPath::update() ";
opserr << "dUahat is zero -- zero reference displacement at control node DOF\n";
return -1;
}
// determine delta lambda(1) == dlambda
double dLambda = -dUabar/dUahat;
// add by zhong
//opserr << "\n dUahat = " << dUahat << endln;
//opserr << " dUabar = " << dUabar << endln;
//opserr << " dLambda = " << dLambda << endln;
// finish
// determine delta U(i)
(*deltaU) = (*deltaUbar);
deltaU->addVector(1.0, *deltaUhat,dLambda);
// update dU and dlambda
(*deltaUstep) += *deltaU;
deltaLambdaStep += dLambda;
currentLambda += dLambda;
// update the model
theModel->incrDisp(*deltaU);
theModel->applyLoadDomain(currentLambda);
if (theModel->updateDomain() < 0) {
opserr << "DisplacementPath::update - model failed to update for new dU\n";
return -1;
}
// set the X soln in linearSOE to be deltaU for convergence Test
theLinSOE->setX(*deltaU);
return 0;
}