void Ip2_FrictMat_FrictMat_MindlinPhys::go(const shared_ptr<Material>& b1,const shared_ptr<Material>& b2, const shared_ptr<Interaction>& interaction){
if(interaction->phys) return; // no updates of an already existing contact necessary
shared_ptr<MindlinPhys> contactPhysics(new MindlinPhys());
interaction->phys = contactPhysics;
FrictMat* mat1 = YADE_CAST<FrictMat*>(b1.get());
FrictMat* mat2 = YADE_CAST<FrictMat*>(b2.get());
/* from interaction physics */
Real Ea = mat1->young;
Real Eb = mat2->young;
Real Va = mat1->poisson;
Real Vb = mat2->poisson;
Real fa = mat1->frictionAngle;
Real fb = mat2->frictionAngle;
/* from interaction geometry */
GenericSpheresContact* scg = YADE_CAST<GenericSpheresContact*>(interaction->geom.get());
Real Da = scg->refR1>0 ? scg->refR1 : scg->refR2;
Real Db = scg->refR2;
//Vector3r normal=scg->normal; //The variable set but not used
/* calculate stiffness coefficients */
Real Ga = Ea/(2*(1+Va));
Real Gb = Eb/(2*(1+Vb));
Real G = (Ga+Gb)/2; // average of shear modulus
Real V = (Va+Vb)/2; // average of poisson's ratio
Real E = Ea*Eb/((1.-std::pow(Va,2))*Eb+(1.-std::pow(Vb,2))*Ea); // Young modulus
Real R = Da*Db/(Da+Db); // equivalent radius
Real Rmean = (Da+Db)/2.; // mean radius
Real Kno = 4./3.*E*sqrt(R); // coefficient for normal stiffness
Real Kso = 2*sqrt(4*R)*G/(2-V); // coefficient for shear stiffness
Real frictionAngle = (!frictAngle) ? std::min(fa,fb) : (*frictAngle)(mat1->id,mat2->id,mat1->frictionAngle,mat2->frictionAngle);
Real Adhesion = 4.*Mathr::PI*R*gamma; // calculate adhesion force as predicted by DMT theory
/* pass values calculated from above to MindlinPhys */
contactPhysics->tangensOfFrictionAngle = std::tan(frictionAngle);
//contactPhysics->prevNormal = scg->normal; // used to compute relative rotation
contactPhysics->kno = Kno; // this is just a coeff
contactPhysics->kso = Kso; // this is just a coeff
contactPhysics->adhesionForce = Adhesion;
contactPhysics->kr = krot;
contactPhysics->ktw = ktwist;
contactPhysics->maxBendPl = eta*Rmean; // does this make sense? why do we take Rmean?
/* compute viscous coefficients */
if(en && betan) throw std::invalid_argument("Ip2_FrictMat_FrictMat_MindlinPhys: only one of en, betan can be specified.");
if(es && betas) throw std::invalid_argument("Ip2_FrictMat_FrictMat_MindlinPhys: only one of es, betas can be specified.");
// en or es specified, just compute alpha, otherwise alpha remains 0
if(en || es){
Real logE = log((*en)(mat1->id,mat2->id));
contactPhysics->alpha = -sqrt(5/6.)*2*logE/sqrt(pow(logE,2)+pow(Mathr::PI,2))*sqrt(2*E*sqrt(R)); // (see Tsuji, 1992), also [Antypov2011] eq. 17
}
// betan specified, use that value directly; otherwise give zero
else{
contactPhysics->betan=betan ? (*betan)(mat1->id,mat2->id) : 0;
contactPhysics->betas=betas ? (*betas)(mat1->id,mat2->id) : contactPhysics->betan;
}
}
bool Law2_ScGeom_MindlinPhys_Mindlin::go(shared_ptr<IGeom>& ig, shared_ptr<IPhys>& ip, Interaction* contact){
const Real& dt = scene->dt; // get time step
Body::id_t id1 = contact->getId1(); // get id body 1
Body::id_t id2 = contact->getId2(); // get id body 2
State* de1 = Body::byId(id1,scene)->state.get();
State* de2 = Body::byId(id2,scene)->state.get();
ScGeom* scg = static_cast<ScGeom*>(ig.get());
MindlinPhys* phys = static_cast<MindlinPhys*>(ip.get());
const shared_ptr<Body>& b1=Body::byId(id1,scene);
const shared_ptr<Body>& b2=Body::byId(id2,scene);
bool useDamping=(phys->betan!=0. || phys->betas!=0. || phys->alpha!=0.);
bool LinDamp=true;
if (phys->alpha!=0.) {LinDamp=false;} // use non linear damping
// tangential and normal stiffness coefficients, recomputed from betan,betas at every step
Real cn=0, cs=0;
/****************/
/* NORMAL FORCE */
/****************/
Real uN = scg->penetrationDepth; // get overlapping
if (uN<0) {
if (neverErase) {phys->shearForce = phys->normalForce = Vector3r::Zero(); phys->kn=phys->ks=0; return true;}
else return false;
}
/* Hertz-Mindlin's formulation (PFC)
Note that the normal stiffness here is a secant value (so as it is cannot be used in the GSTS)
In the first place we get the normal force and then we store kn to be passed to the GSTS */
Real Fn = phys->kno*std::pow(uN,1.5); // normal Force (scalar)
if (includeAdhesion) {
Fn -= phys->adhesionForce; // include adhesion force to account for the effect of Van der Waals interactions
phys->isAdhesive = (Fn<0); // set true the bool to count the number of adhesive contacts
}
phys->normalForce = Fn*scg->normal; // normal Force (vector)
if (calcEnergy){
Real R=scg->radius1*scg->radius2/(scg->radius1+scg->radius2);
phys->radius=pow((Fn+(includeAdhesion?phys->adhesionForce:0.))*pow(R,3/2.)/phys->kno,1/3.); // attribute not used anywhere, we do not need it
}
/*******************************/
/* TANGENTIAL NORMAL STIFFNESS */
/*******************************/
phys->kn = 3./2.*phys->kno*std::pow(uN,0.5); // here we store the value of kn to compute the time step
/******************************/
/* TANGENTIAL SHEAR STIFFNESS */
/******************************/
phys->ks = phys->kso*std::pow(uN,0.5); // get tangential stiffness (this is a tangent value, so we can pass it to the GSTS)
/************************/
/* DAMPING COEFFICIENTS */
/************************/
// Inclusion of local damping if requested
// viscous damping is defined for both linear and non-linear elastic case
if (useDamping && LinDamp){
Real mbar = (!b1->isDynamic() && b2->isDynamic()) ? de2->mass : ((!b2->isDynamic() && b1->isDynamic()) ? de1->mass : (de1->mass*de2->mass / (de1->mass + de2->mass))); // get equivalent mass if both bodies are dynamic, if not set it equal to the one of the dynamic body
//Real mbar = de1->mass*de2->mass / (de1->mass + de2->mass); // equivalent mass
Real Cn_crit = 2.*sqrt(mbar*phys->kn); // Critical damping coefficient (normal direction)
Real Cs_crit = 2.*sqrt(mbar*phys->ks); // Critical damping coefficient (shear direction)
// Note: to compare with the analytical solution you provide cn and cs directly (since here we used a different method to define c_crit)
cn = Cn_crit*phys->betan; // Damping normal coefficient
cs = Cs_crit*phys->betas; // Damping tangential coefficient
if(phys->kn<0 || phys->ks<0){ cerr<<"Negative stiffness kn="<<phys->kn<<" ks="<<phys->ks<<" for ##"<<b1->getId()<<"+"<<b2->getId()<<", step "<<scene->iter<<endl; }
}
else if (useDamping){ // (see Tsuji, 1992)
Real mbar = (!b1->isDynamic() && b2->isDynamic()) ? de2->mass : ((!b2->isDynamic() && b1->isDynamic()) ? de1->mass : (de1->mass*de2->mass / (de1->mass + de2->mass))); // get equivalent mass if both bodies are dynamic, if not set it equal to the one of the dynamic body
cn = phys->alpha*sqrt(mbar)*pow(uN,0.25); // normal viscous coefficient, see also [Antypov2011] eq. 10
cs = cn; // same value for shear viscous coefficient
}
/***************/
/* SHEAR FORCE */
/***************/
Vector3r& shearElastic = phys->shearElastic; // reference for shearElastic force
// Define shifts to handle periodicity
const Vector3r shift2 = scene->isPeriodic ? scene->cell->intrShiftPos(contact->cellDist): Vector3r::Zero();
const Vector3r shiftVel = scene->isPeriodic ? scene->cell->intrShiftVel(contact->cellDist): Vector3r::Zero();
// 1. Rotate shear force
shearElastic = scg->rotate(shearElastic);
Vector3r prev_FsElastic = shearElastic; // save shear force at previous time step
// 2. Get incident velocity, get shear and normal components
Vector3r incidentV = scg->getIncidentVel(de1, de2, dt, shift2, shiftVel, preventGranularRatcheting);
Vector3r incidentVn = scg->normal.dot(incidentV)*scg->normal; // contact normal velocity
Vector3r incidentVs = incidentV - incidentVn; // contact shear velocity
// 3. Get shear force (incrementally)
shearElastic = shearElastic - phys->ks*(incidentVs*dt);
/**************************************/
/* VISCOUS DAMPING (Normal direction) */
/**************************************/
// normal force must be updated here before we apply the Mohr-Coulomb criterion
if (useDamping){ // get normal viscous component
phys->normalViscous = cn*incidentVn;
Vector3r normTemp = phys->normalForce - phys->normalViscous; // temporary normal force
// viscous force should not exceed the value of current normal force, i.e. no attraction force should be permitted if particles are non-adhesive
// if particles are adhesive, then fixed the viscous force at maximum equal to the adhesion force
// *** enforce normal force to zero if no adhesion is permitted ***
if (phys->adhesionForce==0.0 || !includeAdhesion){
if (normTemp.dot(scg->normal)<0.0){
phys->normalForce = Vector3r::Zero();
phys->normalViscous = phys->normalViscous + normTemp; // normal viscous force is such that the total applied force is null - it is necessary to compute energy correctly!
}
else{phys->normalForce -= phys->normalViscous;}
}
else if (includeAdhesion && phys->adhesionForce!=0.0){
// *** limit viscous component to the max adhesive force ***
if (normTemp.dot(scg->normal)<0.0 && (phys->normalViscous.norm() > phys->adhesionForce) ){
Real normVisc = phys->normalViscous.norm(); Vector3r normViscVector = phys->normalViscous/normVisc;
phys->normalViscous = phys->adhesionForce*normViscVector;
phys->normalForce -= phys->normalViscous;
}
// *** apply viscous component - in the presence of adhesion ***
else {phys->normalForce -= phys->normalViscous;}
}
if (calcEnergy) {normDampDissip += phys->normalViscous.dot(incidentVn*dt);} // calc dissipation of energy due to normal damping
}
/*************************************/
/* SHEAR DISPLACEMENT (elastic only) */
/*************************************/
Vector3r& us_elastic = phys->usElastic;
us_elastic = scg->rotate(us_elastic); // rotate vector
Vector3r prevUs_el = us_elastic; // store previous elastic shear displacement (already rotated)
us_elastic -= incidentVs*dt; // add shear increment
/****************************************/
/* SHEAR DISPLACEMENT (elastic+plastic) */
/****************************************/
Vector3r& us_total = phys->usTotal;
us_total = scg->rotate(us_total); // rotate vector
Vector3r prevUs_tot = us_total; // store previous total shear displacement (already rotated)
us_total -= incidentVs*dt; // add shear increment NOTE: this vector is not passed into the failure criterion, hence it holds also the plastic part of the shear displacement
bool noShearDamp = false; // bool to decide whether we need to account for shear damping dissipation or not
/********************/
/* MOHR-COULOMB law */
/********************/
phys->isSliding=false;
phys->shearViscous=Vector3r::Zero(); // reset so that during sliding, the previous values is not there
Fn = phys->normalForce.norm();
if (!includeAdhesion) {
Real maxFs = Fn*phys->tangensOfFrictionAngle;
if (shearElastic.squaredNorm() > maxFs*maxFs){
phys->isSliding=true;
noShearDamp = true; // no damping is added in the shear direction, hence no need to account for shear damping dissipation
Real ratio = maxFs/shearElastic.norm();
shearElastic *= ratio; phys->shearForce = shearElastic; /*store only elastic shear displacement*/ us_elastic*= ratio;
if (calcEnergy) {frictionDissipation += (us_total-prevUs_tot).dot(shearElastic);} // calculate energy dissipation due to sliding behavior
}
else if (useDamping){ // add current contact damping if we do not slide and if damping is requested
phys->shearViscous = cs*incidentVs; // get shear viscous component
phys->shearForce = shearElastic - phys->shearViscous;}
else if (!useDamping) {phys->shearForce = shearElastic;} // update the shear force at the elastic value if no damping is present and if we passed MC
}
else { // Mohr-Coulomb formulation adpated due to the presence of adhesion (see Thornton, 1991).
Real maxFs = phys->tangensOfFrictionAngle*(phys->adhesionForce+Fn); // adhesionForce already included in normalForce (above)
if (shearElastic.squaredNorm() > maxFs*maxFs){
phys->isSliding=true;
noShearDamp = true; // no damping is added in the shear direction, hence no need to account for shear damping dissipation
Real ratio = maxFs/shearElastic.norm(); shearElastic *= ratio; phys->shearForce = shearElastic; /*store only elastic shear displacement*/ us_elastic *= ratio;
if (calcEnergy) {frictionDissipation += (us_total-prevUs_tot).dot(shearElastic);} // calculate energy dissipation due to sliding behavior
}
else if (useDamping){ // add current contact damping if we do not slide and if damping is requested
phys->shearViscous = cs*incidentVs; // get shear viscous component
phys->shearForce = shearElastic - phys->shearViscous;}
else if (!useDamping) {phys->shearForce = shearElastic;} // update the shear force at the elastic value if no damping is present and if we passed MC
}
/************************/
/* SHEAR ELASTIC ENERGY */
/************************/
// NOTE: shear elastic energy calculation must come after the MC criterion, otherwise displacements and forces are not updated
if (calcEnergy) {
shearEnergy += (us_elastic-prevUs_el).dot((shearElastic+prev_FsElastic)/2.); // NOTE: no additional energy if we perform sliding since us_elastic and prevUs_el will hold the same value (in fact us_elastic is only keeping the elastic part). We work out the area of the trapezium.
}
/**************************************************/
/* VISCOUS DAMPING (energy term, shear direction) */
/**************************************************/
if (useDamping){ // get normal viscous component (the shear one is calculated inside Mohr-Coulomb criterion, see above)
if (calcEnergy) {if (!noShearDamp) {shearDampDissip += phys->shearViscous.dot(incidentVs*dt);}} // calc energy dissipation due to viscous linear damping
}
/****************/
/* APPLY FORCES */
/****************/
if (!scene->isPeriodic)
applyForceAtContactPoint(-phys->normalForce - phys->shearForce, scg->contactPoint , id1, de1->se3.position, id2, de2->se3.position);
else { // in scg we do not wrap particles positions, hence "applyForceAtContactPoint" cannot be used
Vector3r force = -phys->normalForce - phys->shearForce;
scene->forces.addForce(id1,force);
scene->forces.addForce(id2,-force);
scene->forces.addTorque(id1,(scg->radius1-0.5*scg->penetrationDepth)* scg->normal.cross(force));
scene->forces.addTorque(id2,(scg->radius2-0.5*scg->penetrationDepth)* scg->normal.cross(force));
}
/********************************************/
/* MOMENT CONTACT LAW */
/********************************************/
if (includeMoment){
// *** Bending ***//
// new code to compute relative particle rotation (similar to the way the shear is computed)
// use scg function to compute relAngVel
Vector3r relAngVel = scg->getRelAngVel(de1,de2,dt);
//Vector3r relAngVel = (b2->state->angVel-b1->state->angVel);
Vector3r relAngVelBend = relAngVel - scg->normal.dot(relAngVel)*scg->normal; // keep only the bending part
Vector3r relRot = relAngVelBend*dt; // relative rotation due to rolling behaviour
// incremental formulation for the bending moment (as for the shear part)
Vector3r& momentBend = phys->momentBend;
momentBend = scg->rotate(momentBend); // rotate moment vector (updated)
momentBend = momentBend-phys->kr*relRot; // add incremental rolling to the rolling vector
// ----------------------------------------------------------------------------------------
// *** Torsion ***//
Vector3r relAngVelTwist = scg->normal.dot(relAngVel)*scg->normal;
Vector3r relRotTwist = relAngVelTwist*dt; // component of relative rotation along n
// incremental formulation for the torsional moment
Vector3r& momentTwist = phys->momentTwist;
momentTwist = scg->rotate(momentTwist); // rotate moment vector (updated)
momentTwist = momentTwist-phys->ktw*relRotTwist;
#if 0
// code to compute the relative particle rotation
if (includeMoment){
Real rMean = (scg->radius1+scg->radius2)/2.;
// sliding motion
Vector3r duS1 = scg->radius1*(phys->prevNormal-scg->normal);
Vector3r duS2 = scg->radius2*(scg->normal-phys->prevNormal);
// rolling motion
Vector3r duR1 = scg->radius1*dt*b1->state->angVel.cross(scg->normal);
Vector3r duR2 = -scg->radius2*dt*b2->state->angVel.cross(scg->normal);
// relative position of the old contact point with respect to the new one
Vector3r relPosC1 = duS1+duR1;
Vector3r relPosC2 = duS2+duR2;
Vector3r duR = (relPosC1+relPosC2)/2.; // incremental displacement vector (same radius is temporarily assumed)
// check wheter rolling will be present, if not do nothing
Vector3r x=scg->normal.cross(duR);
Vector3r normdThetaR(Vector3r::Zero()); // initialize
if(x.squaredNorm()==0) { /* no rolling */ }
else {
Vector3r normdThetaR = x/x.norm(); // moment unit vector
phys->dThetaR = duR.norm()/rMean*normdThetaR;} // incremental rolling
// incremental formulation for the bending moment (as for the shear part)
Vector3r& momentBend = phys->momentBend;
momentBend = scg->rotate(momentBend); // rotate moment vector
momentBend = momentBend+phys->kr*phys->dThetaR; // add incremental rolling to the rolling vector FIXME: is the sign correct?
#endif
// check plasticity condition (only bending part for the moment)
Real MomentMax = phys->maxBendPl*phys->normalForce.norm();
Real scalarMoment = phys->momentBend.norm();
if (MomentMax>0){
if(scalarMoment > MomentMax)
{
Real ratio = MomentMax/scalarMoment; // to fix the moment to its yielding value
phys->momentBend *= ratio;
}
}
// apply moments
Vector3r moment = phys->momentTwist+phys->momentBend;
scene->forces.addTorque(id1,-moment);
scene->forces.addTorque(id2,moment);
}
return true;
// update variables
//phys->prevNormal = scg->normal;
}
// The following code was moved from Ip2_FrictMat_FrictMat_MindlinCapillaryPhys.cpp
void Ip2_FrictMat_FrictMat_MindlinCapillaryPhys::go( const shared_ptr<Material>& b1 //FrictMat
, const shared_ptr<Material>& b2 // FrictMat
, const shared_ptr<Interaction>& interaction)
{
if(interaction->phys) return; // no updates of an already existing contact necessary
shared_ptr<MindlinCapillaryPhys> contactPhysics(new MindlinCapillaryPhys());
interaction->phys = contactPhysics;
FrictMat* mat1 = YADE_CAST<FrictMat*>(b1.get());
FrictMat* mat2 = YADE_CAST<FrictMat*>(b2.get());
/* from interaction physics */
Real Ea = mat1->young;
Real Eb = mat2->young;
Real Va = mat1->poisson;
Real Vb = mat2->poisson;
Real fa = mat1->frictionAngle;
Real fb = mat2->frictionAngle;
/* from interaction geometry */
GenericSpheresContact* scg = YADE_CAST<GenericSpheresContact*>(interaction->geom.get());
Real Da = scg->refR1>0 ? scg->refR1 : scg->refR2;
Real Db = scg->refR2;
//Vector3r normal=scg->normal; //The variable set but not used
/* calculate stiffness coefficients */
Real Ga = Ea/(2*(1+Va));
Real Gb = Eb/(2*(1+Vb));
Real G = (Ga+Gb)/2; // average of shear modulus
Real V = (Va+Vb)/2; // average of poisson's ratio
Real E = Ea*Eb/((1.-std::pow(Va,2))*Eb+(1.-std::pow(Vb,2))*Ea); // Young modulus
Real R = Da*Db/(Da+Db); // equivalent radius
Real Rmean = (Da+Db)/2.; // mean radius
Real Kno = 4./3.*E*sqrt(R); // coefficient for normal stiffness
Real Kso = 2*sqrt(4*R)*G/(2-V); // coefficient for shear stiffness
Real frictionAngle = std::min(fa,fb);
Real Adhesion = 4.*Mathr::PI*R*gamma; // calculate adhesion force as predicted by DMT theory
/* pass values calculated from above to MindlinCapillaryPhys */
contactPhysics->tangensOfFrictionAngle = std::tan(frictionAngle);
//mindlinPhys->prevNormal = scg->normal; // used to compute relative rotation
contactPhysics->kno = Kno; // this is just a coeff
contactPhysics->kso = Kso; // this is just a coeff
contactPhysics->adhesionForce = Adhesion;
contactPhysics->kr = krot;
contactPhysics->ktw = ktwist;
contactPhysics->maxBendPl = eta*Rmean; // does this make sense? why do we take Rmean?
/* compute viscous coefficients */
if(en && betan) throw std::invalid_argument("Ip2_FrictMat_FrictMat_MindlinCapillaryPhys: only one of en, betan can be specified.");
if(es && betas) throw std::invalid_argument("Ip2_FrictMat_FrictMat_MindlinCapillaryPhys: only one of es, betas can be specified.");
// en or es specified, just compute alpha, otherwise alpha remains 0
if(en || es){
Real logE = log((*en)(mat1->id,mat2->id));
contactPhysics->alpha = -sqrt(5/6.)*2*logE/sqrt(pow(logE,2)+pow(Mathr::PI,2))*sqrt(2*E*sqrt(R)); // (see Tsuji, 1992)
}
// betan specified, use that value directly; otherwise give zero
else{
contactPhysics->betan=betan ? (*betan)(mat1->id,mat2->id) : 0;
contactPhysics->betas=betas ? (*betas)(mat1->id,mat2->id) : contactPhysics->betan;
}
};
void Ip2_WireMat_WireMat_WirePhys::go(const shared_ptr<Material>& b1, const shared_ptr<Material>& b2, const shared_ptr<Interaction>& interaction){
/* avoid any updates if interactions which already exist */
if(interaction->phys) return;
//TODO: make boolean to make sure physics are never updated, optimisation of contact detection mesh (no contact detection after link is created)
LOG_TRACE( "Ip2_WireMat_WireMat_WirePhys::go - create interaction physics" );
ScGeom* geom=dynamic_cast<ScGeom*>(interaction->geom.get());
assert(geom);
/* set equilibrium distance, e.g. initial distance between particle (stress free state) */
shared_ptr<WirePhys> contactPhysics(new WirePhys());
Real initD = geom->penetrationDepth;
contactPhysics->normalForce = Vector3r::Zero();
/* get values from material */
const shared_ptr<WireMat>& mat1 = YADE_PTR_CAST<WireMat>(b1);
const shared_ptr<WireMat>& mat2 = YADE_PTR_CAST<WireMat>(b2);
Real crossSection;
vector<Vector2r> SSValues;
/* check properties of interaction */
if ( mat1->id == mat2->id ) { // interaction of two bodies of the same material
crossSection = mat1->as;
SSValues = mat1->strainStressValues;
if ( (mat1->isDoubleTwist) && (abs(interaction->getId1()-interaction->getId2())==1) ) {// bodies which id differs by 1 are double twisted
contactPhysics->isDoubleTwist = true;
if ( mat1->type==1 || mat1->type==2 ) {
SSValues = mat1->strainStressValuesDT;
crossSection *= 2.;
}
}
else {
contactPhysics->isDoubleTwist = false;
}
}
else { // interaction of two bodies of two different materials, take weaker material and no double-twist
contactPhysics->isDoubleTwist = false;
if ( mat1->diameter <= mat2->diameter){
crossSection = mat1->as;
SSValues = mat1->strainStressValues;
}
else {
crossSection = mat2->as;
SSValues = mat2->strainStressValues;
}
}
Real R1 = geom->radius1;
Real R2 = geom->radius2;
Real l0 = R1 + R2 - initD; // initial length of the wire (can be single or double twisted)
/* compute displacement-force values */
vector<Vector2r> DFValues;
vector<Real> kValues;
Real dl = 0.;
bool isShifted = false;
/* account for random distortion if type=2 */
if ( mat1->type==2 ) {
isShifted = true;
if (mat1->seed==-1)
dl = l0*mat1->lambdau;
else {
// initialize random number generator
static boost::minstd_rand randGen(mat1->seed!=0?mat1->seed:(int)TimingInfo::getNow(true));
static boost::variate_generator<boost::minstd_rand&, boost::triangle_distribution<Real> > rnd(randGen, boost::triangle_distribution<Real>(0,0.5,1));
Real rndu = rnd();
TRVAR1( rndu );
dl = l0*mat1->lambdau*rndu;
isShifted = true;
}
}
else if ( mat2->type==2 ) {
isShifted = true;
if (mat2->seed==-1)
dl = l0*mat2->lambdau;
else {
// initialize random number generator
static boost::minstd_rand randGen(mat2->seed!=0?mat2->seed:(int)TimingInfo::getNow(true));
static boost::variate_generator<boost::minstd_rand&, boost::triangle_distribution<Real> > rnd(randGen, boost::triangle_distribution<Real>(0,0.5,1));
Real rndu = rnd();
TRVAR1( rndu );
dl = l0*mat2->lambdau*rndu;
}
}
contactPhysics->dL=dl;
contactPhysics->isShifted=isShifted;
// update geometry values
l0 += dl;
contactPhysics->initD = initD;
/* compute threshold displacement-force values (tension negative since ScGem is used!) */
for ( vector<Vector2r>::iterator it = SSValues.begin(); it != SSValues.end(); it++ ) {
Vector2r values = Vector2r::Zero();
// values(0) = -(*it)(0)*l0;
values(0) = -(*it)(0)*l0-dl;
values(1) = -(*it)(1)*crossSection;
DFValues.push_back(values);
}
/* compute elastic stiffness for unloading*/
Real k = DFValues[0](1) / (DFValues[0](0)+dl);
/* update values if the interaction is a double twist and type=0 */
if ( contactPhysics->isDoubleTwist && mat1->type==0 ) {
// type=0 (force displacement values are computed by manipulating the values of the single wire by using the parameters lambdak and lambdaEps)
Real alpha = atan( l0 / (3.*Mathr::PI*mat1->diameter) );
Real kh = k * ( l0*mat1->diameter/crossSection ) / ( 48.*cos(alpha) * ( 41./9.*(1.+mat1->poisson) + 17./4.*pow(tan(alpha),2) ) );
k = 2. * ( mat1->lambdak*kh + (1-mat1->lambdak)*k );
Real F = k * DFValues[0](0);
Real mappingF = F/DFValues[0](1);
DFValues[0](1) = F;
for (unsigned int i = 1; i<DFValues.size(); i++) {
DFValues[i](0) *= mat1->lambdaEps;
DFValues[i](1) *= mappingF;
}
}
else {
// type=1 and type=2 (force displacement values have already been computed by given stress-strain curve)
}
/* store elastic/unloading stiffness as kn in physics */
contactPhysics->kn = k;
contactPhysics->ks = 0.;
TRVAR1( k );
/* consider an additional point for the initial shift if type==2 */
if ( mat1->type==2 ) {
Vector2r values = Vector2r::Zero();
values(0) = -dl+mat1->lambdaF*(DFValues[0](0)+dl);
values(1) = DFValues[0](1)*mat1->lambdaF;
k = values(1) / values(0);
if ( mat1->lambdaF<1. )
DFValues.insert( DFValues.begin(), values );
}
else if ( mat2->type==2 ) {
Vector2r values = Vector2r::Zero();
values(0) = -dl+mat2->lambdaF*(DFValues[0](0)+dl);
values(1) = DFValues[0](1)*mat2->lambdaF;
k = values(1) / values(0);
if ( mat2->lambdaF<1. )
DFValues.insert( DFValues.begin(), values );
}
/* compute stiffness-values of wire */
kValues.push_back(k);
for( unsigned int i = 1 ; i < DFValues.size(); i++ ) {
Real deltau = -DFValues[i](0) + DFValues[i-1](0);
Real deltaF = -DFValues[i](1) + DFValues[i-1](1);
k = deltaF/deltau;
kValues.push_back(k);
}
/* add zero values for first point */
DFValues.insert( DFValues.begin(), Vector2r::Zero() );
/* store values in physics */
contactPhysics->displForceValues = DFValues;
contactPhysics->stiffnessValues = kValues;
/* set particles as linked */
if ( (scene->iter < linkThresholdIteration))
contactPhysics->isLinked=true;
else
contactPhysics->isLinked=false;
interaction->phys = contactPhysics;
}
void Ip2_CFpmMat_CFpmMat_CFpmPhys::go(const shared_ptr<Material>& b1, const shared_ptr<Material>& b2, const shared_ptr<Interaction>& interaction){
/* avoid any updates if the interaction already exists */
if(interaction->phys) return;
ScGeom* geom=dynamic_cast<ScGeom*>(interaction->geom.get());
assert(geom);
const shared_ptr<CFpmMat>& yade1 = YADE_PTR_CAST<CFpmMat>(b1);
const shared_ptr<CFpmMat>& yade2 = YADE_PTR_CAST<CFpmMat>(b2);
shared_ptr<CFpmPhys> contactPhysics(new CFpmPhys());
/* From interaction physics */
Real E1 = yade1->young;
Real E2 = yade2->young;
Real V1 = yade1->poisson;
Real V2 = yade2->poisson;
Real f1 = yade1->frictionAngle;
Real f2 = yade2->frictionAngle;
/* From interaction geometry */
Real R1= geom->radius1;
Real R2= geom->radius2;
Real rMean = 0.5*(R1+R2);
Real crossSection = Mathr::PI*pow(min(R1,R2),2);
/* calculate stiffness */
Real kNormal=0, kShear=0, kRotate=0;
if(useAlphaBeta == true){
kNormal = 2.*E1*R1*E2*R2/(E1*R1+E2*R2); // harmonic average of two stiffnesses
kShear = Alpha*kNormal;
kRotate = Beta*kShear*rMean*rMean;
}
else {
kNormal = 2.*E1*R1*E2*R2/(E1*R1+E2*R2); // harmonic average of two stiffnesses
kShear = 2.*E1*R1*V1*E2*R2*V2/(E1*R1*V1+E2*R2*V2); // harmonic average of two stiffnesses with ks=V*kn for each sphere
kRotate = 0.;
}
/* Pass values calculated from above to CFpmPhys */
contactPhysics->kn = kNormal;
contactPhysics->ks = kShear;
contactPhysics->kr = kRotate;
contactPhysics->frictionAngle = std::min(f1,f2);
contactPhysics->tanFrictionAngle = std::tan(contactPhysics->frictionAngle);
contactPhysics->maxBend = eta*rMean;
contactPhysics->prevNormal = geom->normal;
contactPhysics->initialOrientation1 = Body::byId(interaction->getId1())->state->ori;
contactPhysics->initialOrientation2 = Body::byId(interaction->getId2())->state->ori;
///to set if the contact is cohesive or not
if ( (scene->iter < cohesiveTresholdIteration) && ((tensileStrength>0) || (cohesion>0)) && (yade1->type == yade2->type)){ contactPhysics->isCohesive=true; }
if ( contactPhysics->isCohesive ) {
contactPhysics->FnMax = tensileStrength*crossSection;
contactPhysics->strengthSoftening = strengthSoftening;
contactPhysics->FsMax = cohesion*crossSection;
}
interaction->phys = contactPhysics;
}
void Ip2_JCFpmMat_JCFpmMat_JCFpmPhys::go(const shared_ptr<Material>& b1, const shared_ptr<Material>& b2, const shared_ptr<Interaction>& interaction){
/* avoid updates of interaction if it already exists */
if( interaction->phys ) return;
ScGeom* geom=dynamic_cast<ScGeom*>(interaction->geom.get());
assert(geom);
const shared_ptr<JCFpmMat>& yade1 = YADE_PTR_CAST<JCFpmMat>(b1);
const shared_ptr<JCFpmMat>& yade2 = YADE_PTR_CAST<JCFpmMat>(b2);
JCFpmState* st1=dynamic_cast<JCFpmState*>(Body::byId(interaction->getId1(),scene)->state.get());
JCFpmState* st2=dynamic_cast<JCFpmState*>(Body::byId(interaction->getId2(),scene)->state.get());
shared_ptr<JCFpmPhys> contactPhysics(new JCFpmPhys());
/* From material properties */
Real E1 = yade1->young;
Real E2 = yade2->young;
Real v1 = yade1->poisson;
Real v2 = yade2->poisson;
Real f1 = yade1->frictionAngle;
Real f2 = yade2->frictionAngle;
Real rf1 = yade1->residualFrictionAngle>=0? yade1->residualFrictionAngle: yade1->frictionAngle;
Real rf2 = yade2->residualFrictionAngle>=0? yade2->residualFrictionAngle: yade2->frictionAngle;
Real SigT1 = yade1->tensileStrength;
Real SigT2 = yade2->tensileStrength;
Real Coh1 = yade1->cohesion;
Real Coh2 = yade2->cohesion;
/* From interaction geometry */
Real R1= geom->radius1;
Real R2= geom->radius2;
// control the radius used for cross-sectional area computation (adding rock heterogeneity)
if (xSectionWeibullShapeParameter>0) {
distributeCrossSectionsWeibull(contactPhysics, R1, R2);
} else {
contactPhysics->crossSection = Mathr::PI*pow(min(R1,R2),2);
}
/* Pass values to JCFpmPhys. In case of a "jointed" interaction, the following values will be replaced by other ones later (in few if(){} blocks)*/
// elastic properties
contactPhysics->kn = 2.*E1*R1*E2*R2/(E1*R1+E2*R2);
( (v1==0)&&(v2==0) )? contactPhysics->ks=0 : contactPhysics->ks = 2.*E1*R1*v1*E2*R2*v2/(E1*R1*v1+E2*R2*v2);
// cohesive properties
///to set if the contact is cohesive or not
if ( ((cohesiveTresholdIteration < 0) || (scene->iter < cohesiveTresholdIteration)) && (std::min(SigT1,SigT2)>0 || std::min(Coh1,Coh2)>0) && (yade1->type == yade2->type)){
contactPhysics->isCohesive=true;
st1->nbInitBonds++;
st2->nbInitBonds++;
}
if ( contactPhysics->isCohesive ) {
contactPhysics->FnMax = std::min(SigT1,SigT2)*contactPhysics->crossSection;
contactPhysics->FsMax = std::min(Coh1,Coh2)*contactPhysics->crossSection;
}
// do we need that?
// else {
// contactPhysics->FnMax = 0.;
// contactPhysics->FsMax = 0.;
// }
// frictional properties
contactPhysics->isCohesive? contactPhysics->tanFrictionAngle = std::tan(std::min(f1,f2)) : contactPhysics->tanFrictionAngle = std::tan(std::min(rf1,rf2));
/// +++ Jointed interactions ->NOTE: geom->normal is oriented from 1 to 2 / jointNormal from plane to sphere
if ( st1->onJoint && st2->onJoint )
{
if ( (((st1->jointNormal1.cross(st2->jointNormal1)).norm()<0.1) && (st1->jointNormal1.dot(st2->jointNormal1)<0)) || (((st1->jointNormal1.cross(st2->jointNormal2)).norm()<0.1) && (st1->jointNormal1.dot(st2->jointNormal2)<0)) || (((st1->jointNormal1.cross(st2->jointNormal3)).norm()<0.1) && (st1->jointNormal1.dot(st2->jointNormal3)<0)) )
{
contactPhysics->isOnJoint = true;
contactPhysics->jointNormal = st1->jointNormal1;
}
else if ( (((st1->jointNormal2.cross(st2->jointNormal1)).norm()<0.1) && (st1->jointNormal2.dot(st2->jointNormal1)<0)) || (((st1->jointNormal2.cross(st2->jointNormal2)).norm()<0.1) && (st1->jointNormal2.dot(st2->jointNormal2)<0)) || (((st1->jointNormal2.cross(st2->jointNormal3)).norm()<0.1) && (st1->jointNormal2.dot(st2->jointNormal3)<0)) )
{
contactPhysics->isOnJoint = true;
contactPhysics->jointNormal = st1->jointNormal2;
}
else if ( (((st1->jointNormal3.cross(st2->jointNormal1)).norm()<0.1) && (st1->jointNormal3.dot(st2->jointNormal1)<0)) || (((st1->jointNormal3.cross(st2->jointNormal2)).norm()<0.1) && (st1->jointNormal3.dot(st2->jointNormal2)<0)) || (((st1->jointNormal3.cross(st2->jointNormal3)).norm()<0.1) && (st1->jointNormal3.dot(st2->jointNormal3)<0)) )
{
contactPhysics->isOnJoint = true;
contactPhysics->jointNormal = st1->jointNormal3;
}
else if ( (st1->joint>3 || st2->joint>3) && ( ( ((st1->jointNormal1.cross(st2->jointNormal1)).norm()>0.1) && ((st1->jointNormal1.cross(st2->jointNormal2)).norm()>0.1) && ((st1->jointNormal1.cross(st2->jointNormal3)).norm()>0.1) ) || ( ((st1->jointNormal2.cross(st2->jointNormal1)).norm()>0.1) && ((st1->jointNormal2.cross(st2->jointNormal2)).norm()>0.1) && ((st1->jointNormal2.cross(st2->jointNormal3)).norm()>0.1) ) || ( ((st1->jointNormal3.cross(st2->jointNormal1)).norm()>0.1) && ((st1->jointNormal3.cross(st2->jointNormal2)).norm()>0.1) && ((st1->jointNormal3.cross(st2->jointNormal3)).norm()>0.1) ) ) ) { contactPhysics->isOnJoint = true; contactPhysics->more = true; contactPhysics->jointNormal = geom->normal; }
}
///to specify joint properties
if ( contactPhysics->isOnJoint ) {
Real jf1 = yade1->jointFrictionAngle;
Real jf2 = yade2->jointFrictionAngle;
Real jkn1 = yade1->jointNormalStiffness;
Real jkn2 = yade2->jointNormalStiffness;
Real jks1 = yade1->jointShearStiffness;
Real jks2 = yade2->jointShearStiffness;
Real jdil1 = yade1->jointDilationAngle;
Real jdil2 = yade2->jointDilationAngle;
Real jcoh1 = yade1->jointCohesion;
Real jcoh2 = yade2->jointCohesion;
Real jSigT1 = yade1->jointTensileStrength;
Real jSigT2 = yade2->jointTensileStrength;
contactPhysics->tanFrictionAngle = std::tan(std::min(jf1,jf2));
//contactPhysics->kn = jointNormalStiffness*2.*R1*R2/(R1+R2); // very first expression from Luc
//contactPhysics->kn = (jkn1+jkn2)/2.0*2.*R1*R2/(R1+R2); // after putting jointNormalStiffness in material
contactPhysics->kn = ( jkn1 + jkn2 ) /2.0 * contactPhysics->crossSection; // for a size independant expression
contactPhysics->ks = ( jks1 + jks2 ) /2.0 * contactPhysics->crossSection; // for a size independant expression
contactPhysics->tanDilationAngle = std::tan(std::min(jdil1,jdil2));
///to set if the contact is cohesive or not
if ( ((cohesiveTresholdIteration < 0) || (scene->iter < cohesiveTresholdIteration)) && (std::min(jcoh1,jcoh2)>0 || std::min(jSigT1,jSigT2)>0) ) {
contactPhysics->isCohesive=true;
st1->nbInitBonds++;
st2->nbInitBonds++;
}
else { contactPhysics->isCohesive=false; contactPhysics->FnMax=0; contactPhysics->FsMax=0; }
if ( contactPhysics->isCohesive ) {
contactPhysics->FnMax = std::min(jSigT1,jSigT2)*contactPhysics->crossSection;
contactPhysics->FsMax = std::min(jcoh1,jcoh2)*contactPhysics->crossSection;
}
}
interaction->phys = contactPhysics;
}