mass matrix
This commit is contained in:
parent
99b46ad7ec
commit
02072fde90
3 changed files with 88 additions and 9 deletions
|
|
@ -456,30 +456,66 @@ double FEM_Matrix::ThermalConductivity(const int subdomain)
|
|||
|
||||
double FEM_Matrix::VolumetricHeatCapacity(const int subdomain)
|
||||
{
|
||||
double lambda = 0.0;
|
||||
double c = 0.0;
|
||||
switch (subdomain)
|
||||
{
|
||||
// ceramic mug
|
||||
case 1:
|
||||
lambda = 2.0 * 1e6;
|
||||
c = 2.0 * 1e6;
|
||||
break;
|
||||
|
||||
// water
|
||||
case 2:
|
||||
lambda = 4.184 * 1e6;
|
||||
c = 4.184 * 1e6;
|
||||
break;
|
||||
|
||||
// air
|
||||
case 3:
|
||||
lambda = 1.2 * 1e3;
|
||||
c = 1.2 * 1e3;
|
||||
break;
|
||||
|
||||
default:
|
||||
lambda = 1.0;
|
||||
c = 1.0;
|
||||
break;
|
||||
}
|
||||
|
||||
return lambda;
|
||||
return c;
|
||||
}
|
||||
|
||||
void FEM_Matrix::AddMass_mult(vector<double> &f)
|
||||
{
|
||||
cout << "\n############ FEM_Matrix::AddMass_mult ";
|
||||
double tstart = omp_get_wtime(); // OpenMP
|
||||
assert(_mesh.NdofsElement() == 3); // only for triangular, linear elements
|
||||
//cout << _nnz << " vs. " << _id[_nrows] << " " << _nrows<< endl;
|
||||
assert(_nnz == _id[_nrows]);
|
||||
|
||||
double ske[3][3], fe[3];
|
||||
// Loop over all elements
|
||||
auto const nelem = _mesh.Nelems();
|
||||
auto const &ia = _mesh.GetConnectivity();
|
||||
auto const &xc = _mesh.GetCoords();
|
||||
|
||||
const vector<int> sd_vec = _mesh.ElementSubdomains;
|
||||
|
||||
#pragma omp parallel for private(ske,fe)
|
||||
for (int i = 0; i < nelem; ++i) {
|
||||
|
||||
auto subdomain = sd_vec[i];
|
||||
double c = VolumetricHeatCapacity(subdomain);
|
||||
|
||||
//cout << subdomain << endl;
|
||||
|
||||
CalcElem_MasseSpecific(ia.data() + 3 * i, xc.data(), c, ske);
|
||||
//AddElem(ia.data()+3 * i, ske, fe, _id.data(), _ik.data(), _sk.data(), f.data()); // GH: deprecated
|
||||
AddElem_3(ia.data() + 3 * i, ske, fe, f);
|
||||
}
|
||||
|
||||
double duration = omp_get_wtime() - tstart; // OpenMP
|
||||
cout << "finished in " << duration << " sec. ########\n"; // ToDo: change to systemclock
|
||||
//Debug();
|
||||
|
||||
return;
|
||||
}
|
||||
|
||||
void FEM_Matrix::CalculateLaplace(vector<double> &f)
|
||||
|
|
@ -932,6 +968,27 @@ void CalcElem_Masse(int const ial[3], double const xc[], double ske[3][3])
|
|||
return;
|
||||
}
|
||||
|
||||
void CalcElem_MasseSpecific(int const ial[3], double const xc[], double const c, double ske[3][3])
|
||||
{
|
||||
const int i1 = 2 * ial[0], i2 = 2 * ial[1], i3 = 2 * ial[2];
|
||||
const double x13 = xc[i3 + 0] - xc[i1 + 0], y13 = xc[i3 + 1] - xc[i1 + 1],
|
||||
x21 = xc[i1 + 0] - xc[i2 + 0], y21 = xc[i1 + 1] - xc[i2 + 1];
|
||||
//x32 = xc[i2 + 0] - xc[i3 + 0], y32 = xc[i2 + 1] - xc[i3 + 1];
|
||||
const double jac = fabs(x21 * y13 - x13 * y21);
|
||||
|
||||
ske[0][0] += c * jac / 12.0;
|
||||
ske[0][1] += c * jac / 24.0;
|
||||
ske[0][2] += c * jac / 24.0;
|
||||
ske[1][0] += c * jac / 24.0;
|
||||
ske[1][1] += c * jac / 12.0;
|
||||
ske[1][2] += c * jac / 24.0;
|
||||
ske[2][0] += c * jac / 24.0;
|
||||
ske[2][1] += c * jac / 24.0;
|
||||
ske[2][2] += c * jac / 12.0;
|
||||
|
||||
return;
|
||||
}
|
||||
|
||||
// #####################################################################
|
||||
|
||||
BisectInterpolation::BisectInterpolation()
|
||||
|
|
|
|||
|
|
@ -357,6 +357,16 @@ class FEM_Matrix: public CRS_Matrix
|
|||
// c * rho [ J / (m^3 * K) ]
|
||||
double VolumetricHeatCapacity(const int subdomain);
|
||||
|
||||
/**
|
||||
* Calculates the entries of f.e. mass matrix
|
||||
* for multiple domains with different heat capacities
|
||||
* and load/rhs vector @p f.
|
||||
* No memory is allocated.
|
||||
*
|
||||
* @param[in,out] f (preallocated) rhs/load vector
|
||||
*/
|
||||
void AddMass_mult(std::vector<double> &f);
|
||||
|
||||
/**
|
||||
* Calculates the entries of f.e. stiffness matrix for the Laplace operator
|
||||
* and load/rhs vector @p f.
|
||||
|
|
@ -698,6 +708,16 @@ void CalcElemSpecific(int const ial[3], double const xc[], double const lambda,
|
|||
*/
|
||||
void CalcElem_Masse(int const ial[3], double const xc[], double ske[3][3]);
|
||||
|
||||
/**
|
||||
* Calculates the element mass matrix @p ske.
|
||||
* of one triangular element with linear shape functions
|
||||
* for specific volumetric heat capacity in subdomain.
|
||||
* @param[in] ial node indices of the three element vertices
|
||||
* @param[in] xc vector of node coordinates with x(2*k,2*k+1) as coordinates of node k
|
||||
* @param[out] ske element stiffness matrix
|
||||
*/
|
||||
void CalcElem_MasseSpecific(int const ial[3], double const xc[], double const c, double ske[3][3]);
|
||||
|
||||
/**
|
||||
* Calculates element load vector @p fe of one triangular element with linear shape functions.
|
||||
* @param[in] ial node indices of the three element vertices
|
||||
|
|
|
|||
|
|
@ -45,17 +45,19 @@ int main(int argc, char **argv )
|
|||
// Initialize RHS
|
||||
vector<double> fv(SK.Nrows(), 0.0); // r.h.s.
|
||||
|
||||
// Calculate Matrix entries
|
||||
// Calculate stiffness matrix entries
|
||||
SK.CalculateLaplaceMult(fv); // matrix
|
||||
//SK.Debug();
|
||||
|
||||
// Add mass matrix entries
|
||||
SK.AddMass_mult(fv);
|
||||
|
||||
// Calculate RHS
|
||||
// SK.CalculateRHS(fv, [](double x, double y) { // rhs
|
||||
// return std::sin(M_PI * 2.5 * y) * (M_PI * M_PI * 2.5 * 2.5 * x * x - 2); });
|
||||
SK.CalculateRHS(fv, [](double x, double y) {return 0;});
|
||||
//SK.CheckRowSum();
|
||||
SK.CheckMatrix();
|
||||
|
||||
|
||||
// Initialize temperature
|
||||
vector<double> uv(SK.Nrows(), 0.0); // temperature
|
||||
mesh_c.Init_Solution_mult(uv, 0, [](double x, double y) -> double { return 18; }); // mug
|
||||
|
|
|
|||
Loading…
Add table
Add a link
Reference in a new issue