void main() //main code
{
printf("\nRUNGE-KUTTA METHOD\n\nxvalues yvalues\n"); //printing titles for values displayed
double h = 0.001; //define step size
int n; //the integer steps from x0 to x5
//declare arrays
double y[N];
double x[N];
//declare initial conditons for arrays
y[0]=0;
x[0]=0;
//for loop for n=0,1,2,3,4
for(n=0;n<N-1;n++)
{
x[n+1] = x[n]+h; //declared how x(n+1) relates to x(n)
double f2 = Fy(x[n]+h/2)+(h/2)*(Fy(x[n])); //added sustitutes for f1,f2,f3
double f3 = Fy(x[n]+h/2)+(h/2)*f2;
double f4 = Fy(x[n]+h/2)+h*f3;
//declared how y(n+1) relates to y(n)
y[n+1] = y[n]+(h/6)*(Fy(x[n])+2*f2+2*f3+f4);
printf("x=%f y=%f\n",x[n+1],y[n+1]); //printed values for x and y respectively
}
}
void main() //main code
{
printf("\nEULER METHOD\n\nx values y values\n"); //printing titles for values displayed
double h = 1; //define step size
int N = 5; //define x(subscript n)
int n; //the integer steps from x0 to x5
//declare arrays
double y[N];
double x[N];
//declare initial conditons for arrays
y[0]=0;
x[0]=0;
//for loop for n=0,1,2,3,4
for(n=0;n<N;n++)
{
x[n+1] = x[n]+h; //declared how x(n+1) relates to x(n)
y[n+1] = y[n]+h*(Fy(x[n])); //declared how y(n+1) relates to y(n)
printf("x=%f y=%f\n",x[n+1],y[n+1]); //printed values for x and y respectively
}
}
//---------------------------------------------------------
void TestPoissonIPDG3D::Run()
//---------------------------------------------------------
{
umLOG(1, "TestPoissonIPDG3D::Run()\n");
double wt1=timer.read();
// Initialize solver and construct grid and metric
StartUp3D();
#if (0)
//-------------------------------------
// check the mesh
//-------------------------------------
Output_Mesh();
umLOG(1, "\n*** Exiting after writing mesh\n\n");
return;
#endif
// sparse operators
CSd A("OP"), M("MM");
// build 3D IPDG Poisson matrix (assuming all Dirichlet)
PoissonIPDG3D(A, M);
if (0) {
// NBN: experiment with diagonal strength
int Nz=0;
for (int j=0; j<A.n; ++j) {
for (int p = A.P[j]; p<A.P[j+1]; ++p) {
if (A.I[p] == j) {
A.X[p] += A.X[p]; // augment A(i,j)
}
}
}
}
if (0) {
umLOG(1, "Dumping file Afull.dat for Matlab\n");
umLOG(1, "A(%d,%d), nnz = %d\n", A.m,A.n, A.P[A.n]);
FILE* fp=fopen("Afull.dat", "w");
A.write_ML(fp);
fclose(fp);
umLOG(1, "exiting.\n");
return;
}
// iterative solver
CS_PCG it_sol;
try
{
// Note: operator A is symmetric, with only its
// lower triangule stored. We use this symmetry
// to accelerate operator A*x
int flag=sp_SYMMETRIC; flag|=sp_LOWER; flag|=sp_TRIANGULAR;
A.set_shape(flag);
// drop tolerance for cholinc
double droptol=1e-4;
// Note: ownership of A is transfered to solver object
it_sol.cholinc(A, droptol);
} catch(...) {
umLOG(1, "\nCaught exception from symbolic chol.\n");
}
DVec exact("exact"), f("f"), rhs("rhs"), u("u");
double t1=0.0,t2=0.0;
//-------------------------------------------------------
// set up boundary condition
//-------------------------------------------------------
DVec xbc = Fx(mapB), ybc = Fy(mapB), zbc = Fz(mapB);
DVec ubc(Nfp*Nfaces*K);
ubc(mapB) = sin(pi*xbc) * sin(pi*ybc) * sin(pi*zbc);
//-------------------------------------------------------
// form right hand side contribution from boundary condition
//-------------------------------------------------------
DMat Abc = PoissonIPDGbc3D(ubc);
//-------------------------------------------------------
// evaluate forcing function
//-------------------------------------------------------
exact = sin(pi*x).dm(sin(pi*y).dm(sin(pi*z)));
f = (-3.0*SQ(pi)) * exact;
//-------------------------------------------------------
// set up right hand side for variational Poisson equation
//-------------------------------------------------------
rhs = M*(-f) + (DVec&)(Abc);
//-------------------------------------------------------
// solve using pcg iterative solver
//-------------------------------------------------------
t1 = timer.read();
u = it_sol.solve(rhs, 1e-9, 30);
t2 = timer.read();
//-------------------------------------------------------
// compute nodal error
//-------------------------------------------------------
r = (u-exact);
m_maxAbsError = r.max_val_abs();
umLOG(1, " solve -- done. (%0.4lf sec)\n\n", t2-t1);
umLOG(1, " max error = %g\n\n", m_maxAbsError);
#if (0)
//#######################################################
// plot solution and error
figure(2);
subplot(1,3,2); PlotContour3D(2*N, u, linspace(-1, 1, 10)); title('numerical solution');
subplot(1,3,3); PlotContour3D(2*N, log10(eps+abs(u-exact)), linspace(-4, 0, 10));
title('numerical error');
//#######################################################
#endif
double wt2=timer.read();
umLOG(1, "TestPoissonIPDG3D::Run() complete\n");
umLOG(1, "total time = %0.4lf sec\n\n", wt2-wt1);
}
void Model :: MD_3D(double le,int BstartID,int beforeN,int newN,double r,double region[3][2])
{
//分子動力学によりnewN個の粒子の位置を最適化 IDがBstartIDからBendIDまでのは境界粒子なので動かさない
double k0=1;
double dt=0.001;
int BendID=beforeN;
//力はax^3+bx^2+dの式を採用。文献[Bubble Mesh Automated Triangular Meshing of Non-Manifold Geometry by Sphere Packing]を参照
double a=(r+1)/(2*r*r-r-1)*k0/(le*le);
double b=-0.5*k0/le-1.5*a*le;
double d=-a*le*le*le-b*le*le;
/////////////
int lastN=beforeN+newN;
//cout<<"F="<<a*le*le*le+b*le*le+d<<" "<<a*1.5*le*1.5*le*1.5*le+b*1.5*le*1.5*le+d<<endl;
vector<double> Fx(newN); //各粒子に働くX方向力
vector<double> Fy(newN); //各粒子に働くY方向力
vector<double> Fz(newN); //各粒子に働くZ方向力
vector<double> Ax(newN,0); //X方向加速度
vector<double> Ay(newN,0); //Y方向加速度
vector<double> Az(newN,0); //Z方向加速度
vector<double> U(newN,0); //X方向速度
vector<double> V(newN,0); //Y方向速度
vector<double> W(newN,0); //Z方向速度
vector<double> visX(newN); //X方向粘性係数
vector<double> visY(newN); //Y方向粘性係数
vector<double> visZ(newN); //Y方向粘性係数
vector<double> KX(newN); //X方向バネ係数
vector<double> KY(newN); //Y方向バネ係数
vector<double> KZ(newN); //Y方向バネ係数
//計算の高速化のために格子を形成 解析幅がr*leで割り切れるとは限らないので、はみ出したところは切り捨て。なので各軸とも正の方向には余裕を持つこと
double grid_width=le*((int)(r+1)); //格子の幅。rを含む整数*le
int grid_sizeX=(int)((region[A_X][1]-region[A_X][0])/grid_width); //X方向の格子の個数
int grid_sizeY=(int)((region[A_Y][1]-region[A_Y][0])/grid_width);
int grid_sizeZ=(int)((region[A_Z][1]-region[A_Z][0])/grid_width);
int grid_SIZE=grid_sizeX*grid_sizeY*grid_sizeZ;
int plane_SIZE=grid_sizeX*grid_sizeY;
int *index=new int[newN]; //各内部粒子を含む格子番号
vector<int> *MESH=new vector<int>[grid_SIZE]; //各メッシュに格納される粒子ID格納
for(int i=BstartID;i<BendID;i++) //まずは境界粒子を格子に格納
{
int xn=(int)((PART[i].Get_X()-region[A_X][0])/grid_width);//X方向に何個目の格子か
int yn=(int)((PART[i].Get_Y()-region[A_Y][0])/grid_width);//Y方向に何個目の格子か
int zn=(int)((PART[i].Get_Z()-region[A_Z][0])/grid_width);//Z方向に何個目の格子か
int number=zn*grid_sizeX*grid_sizeY+yn*grid_sizeX+xn;//粒子iを含む格子の番号
MESH[number].push_back(i);
}
for(int k=0;k<newN;k++) //つぎに内部粒子を格納
{
int i=beforeN+k;
int xn=(int)((PART[i].Get_X()-region[A_X][0])/grid_width);//X方向に何個目の格子か
int yn=(int)((PART[i].Get_Y()-region[A_Y][0])/grid_width);//Y方向に何個目の格子か
int zn=(int)((PART[i].Get_Z()-region[A_Z][0])/grid_width);//Z方向に何個目の格子か
int number=zn*grid_sizeX*grid_sizeY+yn*grid_sizeX+xn;//粒子iを含む格子の番号
MESH[number].push_back(i);
index[k]=number;
}
//計算開始
for(int t=0;t<100;t++)
{
if(t%10==0 && t>0)
{
//MESHを一度破壊する。
for(int n=0;n<grid_SIZE;n++)
{
size_t size=MESH[n].size();
for(int k=0;k<size;k++) MESH[n].pop_back();
}
for(int i=BstartID;i<BendID;i++) //まずは境界粒子を格子に格納
{
int xn=(int)((PART[i].Get_X()-region[A_X][0])/grid_width);//X方向に何個目の格子か
int yn=(int)((PART[i].Get_Y()-region[A_Y][0])/grid_width);//Y方向に何個目の格子か
int zn=(int)((PART[i].Get_Z()-region[A_Z][0])/grid_width);//Z方向に何個目の格子か
int number=zn*grid_sizeX*grid_sizeY+yn*grid_sizeX+xn;//粒子iを含む格子の番号
MESH[number].push_back(i);
}
for(int k=0;k<newN;k++) //つぎに内部粒子を格納
{
int i=beforeN+k;
int xn=(int)((PART[i].Get_X()-region[A_X][0])/grid_width);//X方向に何個目の格子か
int yn=(int)((PART[i].Get_Y()-region[A_Y][0])/grid_width);//Y方向に何個目の格子か
int zn=(int)((PART[i].Get_Z()-region[A_Z][0])/grid_width);//Z方向に何個目の格子か
int number=zn*grid_sizeX*grid_sizeY+yn*grid_sizeX+xn;//粒子iを含む格子の番号
MESH[number].push_back(i);
index[k]=number;
}
}
for(int k=0;k<newN;k++)
{
Fx[k]=0; Fy[k]=0, Fz[k]=0; //初期化
KX[k]=0;KY[k]=0; KZ[k]=0; //バネ係数
}
for(int k=0;k<newN;k++)
{
int i=beforeN+k; //対応する粒子番号
int G_id=index[k]; //格納する格子番号
for(int II=G_id-1;II<=G_id+1;II++)
{
for(int JJ=-1*grid_sizeX;JJ<=grid_sizeX;JJ+=grid_sizeX)
{
for(int KK=-1*plane_SIZE;KK<=plane_SIZE;KK+=plane_SIZE)
{
int M_id=II+JJ+KK;
for(int L=0;L<MESH[M_id].size();L++)
{
int j=MESH[M_id][L];
if(j>=beforeN && j>i) //同じ領域内でかつiより大きな番号なら
{
int J=j-beforeN; //newN内での番号
double x=PART[j].Get_X()-PART[i].Get_X();
double y=PART[j].Get_Y()-PART[i].Get_Y();
double z=PART[j].Get_Z()-PART[i].Get_Z();
double dis=sqrt(x*x+y*y+z*z);
if(dis<r*le) //このloopは自分自身も通過するから、dis!=0は必要
{
double F=a*dis*dis*dis+b*dis*dis+d;
Fx[k]-=F*x/dis; //Fの値が正のときは斥力なので、-=にする
Fy[k]-=F*y/dis;
Fz[k]-=F*z/dis;
Fx[J]+=F*x/dis; //相手粒子の力もここで計算。符号は反転させる
Fy[J]+=F*y/dis;
Fz[J]+=F*z/dis;
double K=3*a*dis*dis+2*b*dis;//バネ係数 力の式の微分に相当
K=sqrt(K*K); //正の値が欲しい。だから負のときに備えて正に変換
KX[k]+=K*x*x/(dis*dis); //kを各方向に分配。ここで、常に正の量が分配されるようにx*x/(dis*dis)となっている
KY[k]+=K*y*y/(dis*dis);
KZ[k]+=K*z*z/(dis*dis);
KX[J]+=K*x*x/(dis*dis); //kを相手粒子にも分配
KY[J]+=K*y*y/(dis*dis);
KZ[J]+=K*z*z/(dis*dis);
}
}
if(j<BendID && j>=BstartID)
{
double x=PART[j].Get_X()-PART[i].Get_X();
double y=PART[j].Get_Y()-PART[i].Get_Y();
double z=PART[j].Get_Z()-PART[i].Get_Z();
double dis=sqrt(x*x+y*y+z*z);
if(dis<r*le && dis>0) //このloopは自分自身は通過しない、dis!=0は不要
{
double F=a*dis*dis*dis+b*dis*dis+d;
Fx[k]-=F*x/dis; //Fの値が正のときは斥力なので、-=にする
Fy[k]-=F*y/dis;
Fz[k]-=F*z/dis;
double K=3*a*dis*dis+2*b*dis;//バネ係数 力の式の微分に相当
K=sqrt(K*K); //正の値が欲しい。だから負のときに備えて正に変換
KX[k]+=K*x*x/(dis*dis); //kを各方向に分配。ここで、常に正の量が分配されるようにx*x/(dis*dis)となっている
KY[k]+=K*y*y/(dis*dis);
KZ[k]+=K*z*z/(dis*dis);
}
}
}
}
}
}
//visX[k]=1.414*sqrt(KX[k]);//このように各軸方向の粘性係数を決める。文献「物理モデルによる自動メッシュ分割」P6参照。ただし質量は1としている。
//visY[k]=1.414*sqrt(KY[k]);
//visZ[k]=1.414*sqrt(KZ[k]);
visX[k]=1.414*sqrt(KX[k]);//このように各軸方向の粘性係数を決める。文献「物理モデルによる自動メッシュ分割」P6参照。ただし質量は1としている。
visY[k]=1.414*sqrt(KY[k]);
visZ[k]=1.414*sqrt(KZ[k]);
Ax[k]=(Fx[k]-visX[k]*U[k]);
Ay[k]=(Fy[k]-visY[k]*V[k]);
Az[k]=(Fz[k]-visZ[k]*W[k]);
}//各粒子の加速度が求まった。
if(t==0) //最初のｽﾃｯﾌﾟ時にdtを決定
{
double MaxAccel=0;
for(int k=0;k<newN;k++)
{
double accel2=Ax[k]*Ax[k]+Ay[k]*Ay[k]+Az[k]*Az[k];
if(accel2>MaxAccel) MaxAccel=accel2;
}
MaxAccel=sqrt(MaxAccel);//最大加速度が求まった
if(MaxAccel!=0)
{
dt=sqrt(0.02*le/MaxAccel);
}
}
for(int k=0;k<newN;k++)//速度と位置の更新
{
int i=beforeN+k;
double u=U[k];
double v=V[k];
double w=W[k];
U[k]+=dt*Ax[k];
V[k]+=dt*Ay[k];
W[k]+=dt*Az[k];
PART[i].Add(dt*(U[k]+u)*0.5, dt*(V[k]+v)*0.5, dt*(W[k]+w)*0.5);
}
//再近接距離がle以下の場合はこれを修正
for(int k=0;k<newN;k++)
{
int i=beforeN+k; //対応する粒子番号
int G_id=index[k]; //格納する格子番号
double mindis=le;
int J=k; //最近接距離の相手粒子
for(int II=G_id-1;II<=G_id+1;II++)
{
for(int JJ=-1*grid_sizeX;JJ<=grid_sizeX;JJ+=grid_sizeX)
{
for(int KK=-1*plane_SIZE;KK<=plane_SIZE;KK+=plane_SIZE)
{
int M_id=II+JJ+KK;
for(int L=0;L<MESH[M_id].size();L++)
{
int j=MESH[M_id][L];
double x=PART[j].Get_X()-PART[i].Get_X();
double y=PART[j].Get_Y()-PART[i].Get_Y();
double z=PART[j].Get_Z()-PART[i].Get_Z();
double dis=sqrt(x*x+y*y+z*z);
if(dis<mindis && i!=j)
{
mindis=dis;
J=j;
}
}
}
}
}
if(J!=i && J<beforeN)//leより近接している相手が境界粒子なら
{
double L=le-mindis;//開くべき距離
double dX=PART[J].Get_X()-PART[i].Get_X();
double dY=PART[J].Get_Y()-PART[i].Get_Y();
double dZ=PART[J].Get_Z()-PART[i].Get_Z();
PART[i].Add(-dX/mindis*L, -dY/mindis*L, -dZ/mindis*L);
}
else if(J!=i && J>=beforeN)//leより近接している相手が内部粒子なら
{
double L=0.5*(le-mindis);//開くべき距離
double dX=PART[J].Get_X()-PART[i].Get_X();
double dY=PART[J].Get_Y()-PART[i].Get_Y();
double dZ=PART[J].Get_Z()-PART[i].Get_Z();
PART[i].Add(-dX/mindis*L, -dY/mindis*L, -dZ/mindis*L);
PART[J].Add(dX/mindis*L, dY/mindis*L, dZ/mindis*L);
}
}//////////*/
}/////MD終了
delete [] index;
delete [] MESH;
}
void Model :: MD_2D(double le,int BstartID,int beforeN,int newN)
{
//分子動力学によりnewN個の粒子の位置を最適化 IDがBstartIDからBendIDまでのは境界粒子なので動かさない
double region[2][2]; //解析領域
/////////////////////解析領域の決定
region[A_X][0]=100; region[A_X][1]=-100;
region[A_Y][0]=100; region[A_Y][1]=-100;
for(int i=BstartID;i<beforeN;i++)
{
if(PART[i].Get_X()<region[A_X][0]) region[A_X][0]=PART[i].Get_X();
else if(PART[i].Get_X()>region[A_X][1]) region[A_X][1]=PART[i].Get_X();
if(PART[i].Get_Y()<region[A_Y][0]) region[A_Y][0]=PART[i].Get_Y();
else if(PART[i].Get_Y()>region[A_Y][1]) region[A_Y][1]=PART[i].Get_Y();
}
for(int D=0;D<2;D++)
{
region[D][0]-=5*le; //少し領域を広めにとる
region[D][1]+=5*le;
}//////////////////////////
//パラメータ
double k0=1;
double r=1.5;
double dt=0.001;
//力はax^3+bx^2+dの式を採用。文献[Bubble Mesh Automated Triangular Meshing of Non-Manifold Geometry by Sphere Packing]を参照
double a=(r+1)/(2*r*r-r-1)*k0/(le*le);
double b=-0.5*k0/le-1.5*a*le;
double d=-a*le*le*le-b*le*le;
/////////////
int lastN=beforeN+newN;
vector<double> Fx(newN); //各粒子に働くX方向力
vector<double> Fy(newN); //各粒子に働くY方向力
vector<double> Ax(newN,0); //X方向加速度
vector<double> Ay(newN,0); //Y方向加速度
vector<double> U(newN,0); //X方向速度
vector<double> V(newN,0); //Y方向速度
vector<double> visX(newN); //X方向粘性係数
vector<double> visY(newN); //Y方向粘性係数
//計算の高速化のために格子を形成 解析幅がr*leで割り切れるとは限らないので、はみ出したところは切り捨て。なので各軸とも正の方向には余裕を持つこと
double grid_width=le*((int)(r+1)); //格子の幅。rを含む整数*le
int grid_sizeX=(int)((region[A_X][1]-region[A_X][0])/grid_width); //X方向の格子の個数
int grid_sizeY=(int)((region[A_Y][1]-region[A_Y][0])/grid_width);
int plane_SIZE=grid_sizeX*grid_sizeY;
int *index=new int[newN]; //各内部粒子を含む格子番号
// cout<<"ここっぽい"<<endl;
// vector<int> *MESH=new vector<int>[plane_SIZE]; //各メッシュに格納される粒子ID格納
vector<vector<int> > MESH;
MESH.resize(plane_SIZE);
for(int i=BstartID;i<beforeN;i++) //まずは境界粒子を格子に格納
{
int xn=(int)((PART[i].Get_X()-region[A_X][0])/grid_width); //X方向に何個目の格子か
int yn=(int)((PART[i].Get_Y()-region[A_Y][0])/grid_width); //Y方向に何個目の格子か
int number=yn*grid_sizeX+xn; //粒子iを含む格子の番号
MESH[number].push_back(i);
}
for(int k=0;k<newN;k++) //つぎに内部粒子を格納
{
int i=beforeN+k;
int xn=(int)((PART[i].Get_X()-region[A_X][0])/grid_width);//X方向に何個目の格子か
int yn=(int)((PART[i].Get_Y()-region[A_Y][0])/grid_width);//Y方向に何個目の格子か
int number=yn*grid_sizeX+xn; //粒子iを含む格子の番号
MESH[number].push_back(i);
index[k]=number;
}//////////////////////////////////////////
//計算開始
for(int t=0;t<100;t++)
{
if(t%10==0 &&t>0)//MESHを作り直す
{
//まずはMESHを一度破壊する。
for(int n=0;n<plane_SIZE;n++)
{
size_t size=MESH[n].size();
for(int k=0;k<size;k++) MESH[n].pop_back();
}
for(int i=BstartID;i<beforeN;i++) //まずは境界粒子を格子に格納
{
int xn=(int)((PART[i].Get_X()-region[A_X][0])/grid_width); //X方向に何個目の格子か
int yn=(int)((PART[i].Get_Y()-region[A_Y][0])/grid_width); //Y方向に何個目の格子か
int number=yn*grid_sizeX+xn; //粒子iを含む格子の番号
MESH[number].push_back(i);
}
for(int k=0;k<newN;k++) //つぎに内部粒子を格納
{
int i=beforeN+k;
int xn=(int)((PART[i].Get_X()-region[A_X][0])/grid_width);//X方向に何個目の格子か
int yn=(int)((PART[i].Get_Y()-region[A_Y][0])/grid_width);//Y方向に何個目の格子か
int number=yn*grid_sizeX+xn; //粒子iを含む格子の番号
MESH[number].push_back(i);
index[k]=number;
}
}////////////
for(int k=0;k<newN;k++)
{
Fx[k]=0; Fy[k]=0; //初期化
int i=beforeN+k; //対応する粒子番号
double kx=0; //X方向バネ係数
double ky=0;
int G_id=index[k]; //格納する格子番号
for(int II=G_id-1;II<=G_id+1;II++)
{
for(int JJ=-1*grid_sizeX;JJ<=grid_sizeX;JJ+=grid_sizeX)
{
int M_id=II+JJ;
for(int L=0;L<MESH[M_id].size();L++)
{
int j=MESH[M_id][L];
double x=PART[j].Get_X()-PART[i].Get_X();
double y=PART[j].Get_Y()-PART[i].Get_Y();
double dis=sqrt(x*x+y*y);
if(dis<r*le && dis!=0) //このloopは自分自身も通過するから、dis!=0は必要
{
double F=a*dis*dis*dis+b*dis*dis+d;
Fx[k]-=F*x/dis; //Fの値が正のときは斥力なので、-=にする
Fy[k]-=F*y/dis;
double K=3*a*dis*dis+2*b*dis;//バネ係数 力の式の微分に相当
K=sqrt(K*K); //正の値が欲しい。だから負のときに備えて正に変換
kx+=K*x*x/(dis*dis); //kを各方向に分配。ここで、常に正の量が分配されるようにx*x/(dis*dis)となっている
ky+=K*y*y/(dis*dis);
}
}
}
}
visX[k]=1.414*sqrt(kx);//このように各軸方向の粘性係数を決める。文献「物理モデルによる自動メッシュ分割」P6参照。ただし質量は1としている。
visY[k]=1.414*sqrt(ky);
Ax[k]=(Fx[k]-visX[k]*U[k]);
Ay[k]=(Fy[k]-visY[k]*V[k]);
}//各粒子の加速度が求まった。
if(t==0) //最初のｽﾃｯﾌﾟ時にdtを決定
{
double MaxAccel=0;
for(int k=0;k<newN;k++)
{
double accel2=Ax[k]*Ax[k]+Ay[k]*Ay[k];
if(accel2>MaxAccel) MaxAccel=accel2;
}
MaxAccel=sqrt(MaxAccel);//最大加速度が求まった
dt=sqrt(0.02*le/MaxAccel);
}
for(int k=0;k<newN;k++)//速度と位置の更新
{
int i=beforeN+k;
double u=U[k];
double v=V[k];
U[k]+=dt*Ax[k];
V[k]+=dt*Ay[k];
PART[i].Add(dt*(U[k]+u)*0.5, dt*(V[k]+v)*0.5, 0);
}
//再近接距離がle以下の場合はこれを修正
for(int k=0;k<newN;k++)
{
int i=beforeN+k; //対応する粒子番号
int G_id=index[k]; //格納する格子番号
double mindis=le;
int J=k; //最近接距離の相手粒子
for(int II=G_id-1;II<=G_id+1;II++)
{
for(int JJ=-1*grid_sizeX;JJ<=grid_sizeX;JJ+=grid_sizeX)
{
int M_id=II+JJ;
for(int L=0;L<MESH[M_id].size();L++)
{
int j=MESH[M_id][L];
double x=PART[j].Get_X()-PART[i].Get_X();
double y=PART[j].Get_Y()-PART[i].Get_Y();
double dis=sqrt(x*x+y*y);
if(dis<mindis && i!=j)
{
mindis=dis;
J=j;
}
}
}
}
if(J!=i && J<beforeN)//leより近接している相手が境界粒子なら
{
double L=le-mindis;//開くべき距離
double dX=PART[J].Get_X()-PART[i].Get_X();
double dY=PART[J].Get_Y()-PART[i].Get_Y();
PART[i].Add(-(dX/mindis*L), -(dY/mindis*L), 0);
}
else if(J!=i && J>=beforeN)//leより近接している相手が内部粒子なら
{
double L=0.5*(le-mindis);//開くべき距離
double dX=PART[J].Get_X()-PART[i].Get_X();
double dY=PART[J].Get_Y()-PART[i].Get_Y();
PART[i].Add(-(dX/mindis*L), -(dY/mindis*L), 0);
PART[J].Add(dX/mindis*L, dY/mindis*L, 0);
}
}//////////*/
}/////MD終了
delete [] index;
// delete [] MESH;
}
void assemble_postvars_rhs (EquationSystems& es,
const std::string& system_name)
{
const Real E = es.parameters.get<Real>("E");
const Real NU = es.parameters.get<Real>("NU");
const Real KPERM = es.parameters.get<Real>("KPERM");
Real sum_jac_postvars=0;
Real av_pressure=0;
Real total_volume=0;
#include "assemble_preamble_postvars.cpp"
for ( ; el != end_el; ++el)
{
const Elem* elem = *el;
dof_map.dof_indices (elem, dof_indices);
dof_map.dof_indices (elem, dof_indices_u, u_var);
dof_map.dof_indices (elem, dof_indices_v, v_var);
dof_map.dof_indices (elem, dof_indices_p, p_var);
dof_map.dof_indices (elem, dof_indices_x, x_var);
dof_map.dof_indices (elem, dof_indices_y, y_var);
#if THREED
dof_map.dof_indices (elem, dof_indices_w, w_var);
dof_map.dof_indices (elem, dof_indices_z, z_var);
#endif
const unsigned int n_dofs = dof_indices.size();
const unsigned int n_u_dofs = dof_indices_u.size();
const unsigned int n_v_dofs = dof_indices_v.size();
const unsigned int n_p_dofs = dof_indices_p.size();
const unsigned int n_x_dofs = dof_indices_x.size();
const unsigned int n_y_dofs = dof_indices_y.size();
#if THREED
const unsigned int n_w_dofs = dof_indices_w.size();
const unsigned int n_z_dofs = dof_indices_z.size();
#endif
fe_disp->reinit (elem);
fe_vel->reinit (elem);
fe_pres->reinit (elem);
Ke.resize (n_dofs, n_dofs);
Fe.resize (n_dofs);
Kuu.reposition (u_var*n_u_dofs, u_var*n_u_dofs, n_u_dofs, n_u_dofs);
Kuv.reposition (u_var*n_u_dofs, v_var*n_u_dofs, n_u_dofs, n_v_dofs);
Kup.reposition (u_var*n_u_dofs, p_var*n_u_dofs, n_u_dofs, n_p_dofs);
Kux.reposition (u_var*n_u_dofs, p_var*n_u_dofs + n_p_dofs , n_u_dofs, n_x_dofs);
Kuy.reposition (u_var*n_u_dofs, p_var*n_u_dofs + n_p_dofs+n_x_dofs , n_u_dofs, n_y_dofs);
#if THREED
Kuw.reposition (u_var*n_u_dofs, w_var*n_u_dofs, n_u_dofs, n_w_dofs);
Kuz.reposition (u_var*n_u_dofs, p_var*n_u_dofs + n_p_dofs+2*n_x_dofs , n_u_dofs, n_z_dofs);
#endif
Kvu.reposition (v_var*n_v_dofs, u_var*n_v_dofs, n_v_dofs, n_u_dofs);
Kvv.reposition (v_var*n_v_dofs, v_var*n_v_dofs, n_v_dofs, n_v_dofs);
Kvp.reposition (v_var*n_v_dofs, p_var*n_v_dofs, n_v_dofs, n_p_dofs);
Kvx.reposition (v_var*n_v_dofs, p_var*n_u_dofs + n_p_dofs , n_v_dofs, n_x_dofs);
Kvy.reposition (v_var*n_v_dofs, p_var*n_u_dofs + n_p_dofs+n_x_dofs , n_v_dofs, n_y_dofs);
#if THREED
Kvw.reposition (v_var*n_u_dofs, w_var*n_u_dofs, n_v_dofs, n_w_dofs);
Kuz.reposition (v_var*n_u_dofs, p_var*n_u_dofs + n_p_dofs+2*n_x_dofs , n_u_dofs, n_z_dofs);
#endif
#if THREED
Kwu.reposition (w_var*n_w_dofs, u_var*n_v_dofs, n_v_dofs, n_u_dofs);
Kwv.reposition (w_var*n_w_dofs, v_var*n_v_dofs, n_v_dofs, n_v_dofs);
Kwp.reposition (w_var*n_w_dofs, p_var*n_v_dofs, n_v_dofs, n_p_dofs);
Kwx.reposition (w_var*n_w_dofs, p_var*n_u_dofs + n_p_dofs , n_v_dofs, n_x_dofs);
Kwy.reposition (w_var*n_w_dofs, p_var*n_u_dofs + n_p_dofs+n_x_dofs , n_v_dofs, n_y_dofs);
Kww.reposition (w_var*n_w_dofs, w_var*n_u_dofs, n_v_dofs, n_w_dofs);
Kwz.reposition (w_var*n_w_dofs, p_var*n_u_dofs + n_p_dofs+2*n_x_dofs , n_u_dofs, n_z_dofs);
#endif
Kpu.reposition (p_var*n_u_dofs, u_var*n_u_dofs, n_p_dofs, n_u_dofs);
Kpv.reposition (p_var*n_u_dofs, v_var*n_u_dofs, n_p_dofs, n_v_dofs);
Kpp.reposition (p_var*n_u_dofs, p_var*n_u_dofs, n_p_dofs, n_p_dofs);
Kpx.reposition (p_var*n_v_dofs, p_var*n_u_dofs + n_p_dofs , n_p_dofs, n_x_dofs);
Kpy.reposition (p_var*n_v_dofs, p_var*n_u_dofs + n_p_dofs+n_x_dofs , n_p_dofs, n_y_dofs);
#if THREED
Kpw.reposition (p_var*n_u_dofs, w_var*n_u_dofs, n_p_dofs, n_w_dofs);
Kpz.reposition (p_var*n_u_dofs, p_var*n_u_dofs + n_p_dofs+2*n_x_dofs , n_p_dofs, n_z_dofs);
#endif
Kxu.reposition (p_var*n_u_dofs + n_p_dofs, u_var*n_u_dofs, n_x_dofs, n_u_dofs);
Kxv.reposition (p_var*n_u_dofs + n_p_dofs, v_var*n_u_dofs, n_x_dofs, n_v_dofs);
Kxp.reposition (p_var*n_u_dofs + n_p_dofs, p_var*n_u_dofs, n_x_dofs, n_p_dofs);
Kxx.reposition (p_var*n_u_dofs + n_p_dofs, p_var*n_u_dofs + n_p_dofs , n_x_dofs, n_x_dofs);
Kxy.reposition (p_var*n_u_dofs + n_p_dofs, p_var*n_u_dofs + n_p_dofs+n_x_dofs , n_x_dofs, n_y_dofs);
#if THREED
Kxw.reposition (p_var*n_u_dofs + n_p_dofs, w_var*n_u_dofs, n_x_dofs, n_w_dofs);
Kxz.reposition (p_var*n_u_dofs + n_p_dofs, p_var*n_u_dofs + n_p_dofs+2*n_x_dofs , n_x_dofs, n_z_dofs);
#endif
Kyu.reposition (p_var*n_u_dofs + n_p_dofs+n_x_dofs, u_var*n_u_dofs, n_y_dofs, n_u_dofs);
Kyv.reposition (p_var*n_u_dofs + n_p_dofs+n_x_dofs, v_var*n_u_dofs, n_y_dofs, n_v_dofs);
Kyp.reposition (p_var*n_u_dofs + n_p_dofs+n_x_dofs, p_var*n_u_dofs, n_y_dofs, n_p_dofs);
Kyx.reposition (p_var*n_u_dofs + n_p_dofs+n_x_dofs, p_var*n_u_dofs + n_p_dofs , n_y_dofs, n_x_dofs);
Kyy.reposition (p_var*n_u_dofs + n_p_dofs+n_x_dofs, p_var*n_u_dofs + n_p_dofs+n_x_dofs , n_y_dofs, n_y_dofs);
#if THREED
Kyw.reposition (p_var*n_u_dofs + n_p_dofs+n_x_dofs, w_var*n_u_dofs, n_x_dofs, n_w_dofs);
Kyz.reposition (p_var*n_u_dofs + n_p_dofs+n_x_dofs, p_var*n_u_dofs + n_p_dofs+2*n_x_dofs , n_x_dofs, n_z_dofs);
#endif
#if THREED
Kzu.reposition (p_var*n_u_dofs + n_p_dofs+2*n_x_dofs, u_var*n_u_dofs, n_y_dofs, n_u_dofs);
Kzv.reposition (p_var*n_u_dofs + n_p_dofs+2*n_x_dofs, v_var*n_u_dofs, n_y_dofs, n_v_dofs);
Kzp.reposition (p_var*n_u_dofs + n_p_dofs+2*n_x_dofs, p_var*n_u_dofs, n_y_dofs, n_p_dofs);
Kzx.reposition (p_var*n_u_dofs + n_p_dofs+2*n_x_dofs, p_var*n_u_dofs + n_p_dofs , n_y_dofs, n_x_dofs);
Kzy.reposition (p_var*n_u_dofs + n_p_dofs+2*n_x_dofs, p_var*n_u_dofs + n_p_dofs+n_x_dofs , n_y_dofs, n_y_dofs);
Kzw.reposition (p_var*n_u_dofs + n_p_dofs+2*n_x_dofs, w_var*n_u_dofs, n_x_dofs, n_w_dofs);
Kzz.reposition (p_var*n_u_dofs + n_p_dofs+2*n_x_dofs, p_var*n_u_dofs + n_p_dofs+2*n_x_dofs , n_x_dofs, n_z_dofs);
#endif
Fu.reposition (u_var*n_u_dofs, n_u_dofs);
Fv.reposition (v_var*n_u_dofs, n_v_dofs);
Fp.reposition (p_var*n_u_dofs, n_p_dofs);
Fx.reposition (p_var*n_u_dofs + n_p_dofs, n_x_dofs);
Fy.reposition (p_var*n_u_dofs + n_p_dofs+n_x_dofs, n_y_dofs);
#if THREED
Fw.reposition (w_var*n_u_dofs, n_w_dofs);
Fz.reposition (p_var*n_u_dofs + n_p_dofs+2*n_x_dofs, n_y_dofs);
#endif
std::vector<unsigned int> undefo_index;
PoroelasticConfig material(dphi,psi);
// Now we will build the element matrix.
for (unsigned int qp=0; qp<qrule.n_points(); qp++)
{
Number p_solid = 0.;
grad_u_mat(0) = grad_u_mat(1) = grad_u_mat(2) = 0;
for (unsigned int d = 0; d < dim; ++d) {
std::vector<Number> u_undefo;
std::vector<Number> u_undefo_ref;
//Fills the vector di with the global degree of freedom indices for the element. :dof_indicies
Last_non_linear_soln.get_dof_map().dof_indices(elem, undefo_index,d);
Last_non_linear_soln.current_local_solution->get(undefo_index, u_undefo);
reference.current_local_solution->get(undefo_index, u_undefo_ref);
for (unsigned int l = 0; l != n_u_dofs; l++){
grad_u_mat(d).add_scaled(dphi[l][qp], u_undefo[l]+u_undefo_ref[l]);
}
}
for (unsigned int l=0; l<n_p_dofs; l++)
{
p_solid += psi[l][qp]*Last_non_linear_soln.current_local_solution->el(dof_indices_p[l]);
}
Point rX;
material.init_for_qp(rX,grad_u_mat, p_solid, qp,0, p_solid,es);
Real J=material.J;
Real I_1=material.I_1;
Real I_2=material.I_2;
Real I_3=material.I_3;
RealTensor sigma=material.sigma;
av_pressure=av_pressure + p_solid*JxW[qp];
/*
std::cout<<"grad_u_mat(0)" << grad_u_mat(0) <<std::endl;
std::cout<<" J " << J <<std::endl;
std::cout<<" sigma " << sigma <<std::endl;
*/
Real sigma_sum_sq=pow(sigma(0,0)*sigma(0,0)+sigma(0,1)*sigma(0,1)+sigma(0,2)*sigma(0,2)+sigma(1,0)*sigma(1,0)+sigma(1,1)*sigma(1,1)+sigma(1,2)*sigma(1,2)+sigma(2,0)*sigma(2,0)+sigma(2,1)*sigma(2,1)+sigma(2,2)*sigma(2,2),0.5);
// std::cout<<" J " << J <<std::endl;
sum_jac_postvars=sum_jac_postvars+JxW[qp];
for (unsigned int i=0; i<n_u_dofs; i++){
Fu(i) += I_1*JxW[qp]*phi[i][qp];
Fv(i) += I_2*JxW[qp]*phi[i][qp];
Fw(i) += I_3*JxW[qp]*phi[i][qp];
Fx(i) += sigma_sum_sq*JxW[qp]*phi[i][qp];
Fy(i) += J*JxW[qp]*phi[i][qp];
Fz(i) += 0*JxW[qp]*phi[i][qp];
}
for (unsigned int i=0; i<n_p_dofs; i++){
Fp(i) += J*JxW[qp]*psi[i][qp];
}
} // end qp
system.rhs->add_vector(Fe, dof_indices);
system.matrix->add_matrix (Ke, dof_indices);
} // end of element loop
system.matrix->close();
system.rhs->close();
std::cout<<"Assemble postvars rhs->l2_norm () "<<system.rhs->l2_norm ()<<std::endl;
std::cout<<"sum_jac "<< sum_jac_postvars <<std::endl;
std::cout<<"av_pressure "<< av_pressure/sum_jac_postvars <<std::endl;
return;
}
void Filter::Kalman(Joint joint, double &dx, double &dy)
{
Kalmans[Kalman_count++] = joint;
Kalman_count = Kalman_count % Kalman_limit;
Kalman_num++;
if (Kalman_num > Kalman_limit)
{
Kalman_num = Kalman_limit;
}
if (Kalman_num < Kalman_limit)
{
dx = joint.Position.X;
dy = joint.Position.Y;
return;
}
else
{
//X, Y
int haha;
haha = 1;
double x[5], y[5];
int pos = Kalman_count;
for (int i = 0; i < 5; i++)
{
x[i] = Kalmans[pos].Position.X;
y[i] = Kalmans[pos].Position.Y;
pos++;
pos = pos%Kalman_limit;
}
//求系数Ax, Ay
double Ax[5] = {
/*a0*/ x[0],
/*a1*/ 4 * (x[1] - x[0]) - 3 * x[2] + 4 * x[3] / 3 - x[4] / 4,
/*a2*/ 11 * x[4] / 24 - 7 * x[3] / 3 + 19 * x[2] / 4 - 13 * (x[1] - x[0]) / 3,
/*a3*/ x[4] / 3 - 7 * x[3] / 6 + x[2] - (x[1] - x[0]) / 2,
/*a4*/ (x[4] - 4 * x[3] + 6 * x[2] + 4 * (x[1] - x[0])) / 24
};
double Ay[5] = {
/*a0*/ y[0],
/*a1*/ 4 * (y[1] - y[0]) - 3 * y[2] + 4 * y[3] / 3 - y[4] / 4,
/*a2*/ 11 * y[4] / 24 - 7 * y[3] / 3 + 19 * y[2] / 4 - 13 * (y[1] - y[0]) / 3,
/*a3*/ y[4] / 3 - 7 * y[3] / 6 + y[2] - (y[1] - y[0]) / 2,
/*a4*/ (y[4] - 4 * y[3] + 6 * y[2] + 4 * (y[1] - y[0])) / 24
};
//求转换矩阵Fx, Fy
Matrix Fx(4, 4,
new double[16]{
1, 1, -0.5, (Ax[1] + 6 * Ax[3] - 4 * Ax[4]) / (24 * Ax[4]),
0, 1, 1, 0.5,
0, 0, 1, 1,
0, 0, 0, 1});
Matrix Fy(4, 4,
new double[16]{
1, 1, -0.5, (Ay[1] + 6 * Ay[3] - 4 * Ay[4]) / (24 * Ay[4]),
0, 1, 1, 0.5,
0, 0, 1, 1,
0, 0, 0, 1});
//求ε(t|t-1)
Matrix ex(4, 4), ey(4, 4);
ex = Fx*Kalman_ex*(!Fx);
ey = Fy*Kalman_ey*(!Fy);
//cout << "ex" << endl; ex.print();
//cout << "ey" << endl; ey.print();
Matrix Bx(4, 1), By(4, 1);
//cout << "!Kalman_C" << endl; (!Kalman_C).print();
//cout << "Kalman_vx" << endl; Kalman_vx.print();
//cout << "Kalman_C" << endl; Kalman_C.print();
//cout << "!Kalman_C" << endl; (!Kalman_C).print();
//cout << "Kalman_C*ex" << endl; (Kalman_C*ex).print();
//cout << "Kalman_C*ex*(!Kalman_C)" << endl; (Kalman_C*ex*(!Kalman_C)).print();
//cout << "(~(Kalman_vx + Kalman_C*ex*(!Kalman_C)))" << endl;
//(~(Kalman_vx + Kalman_C*ex*(!Kalman_C))).print();
Bx = ex*(!Kalman_C)*(~(Kalman_vx + Kalman_C*ex*(!Kalman_C)));
//cout << "Bx" << endl; Bx.print();
By = ey*(!Kalman_C)*(~(Kalman_vy + Kalman_C*ey*(!Kalman_C)));
Matrix I4(4, 4);
I4.SetIdentity();
Kalman_Sx = (I4 - Bx*Kalman_C)*(Fx*Kalman_Sx + Kalman_Gx) +
Bx*Matrix(1, 1, new double[1] {joint.Position.X});
//cout << "Kalman_Sx" << endl; Kalman_Sx.print();
Kalman_Sy = (I4 - By*Kalman_C)*(Fy*Kalman_Sy + Kalman_Gy) +
By*Matrix(1, 1, new double[1] {joint.Position.Y});
Kalman_ex = ex - Bx*Kalman_C*ex;
Kalman_ey = ey - By*Kalman_C*ey;
dx = Kalman_Sx.at(0, 0);
dy = Kalman_Sy.at(0, 0);
}
}
//---------------------------------------------------------
void NDG2D::BuildPeriodicMaps2D(double xperiod, double yperiod)
//---------------------------------------------------------
{
// function [] = BuildPeriodicMaps2D(xperiod, yperiod);
// Purpose: Connectivity and boundary tables for with all
// maps returned in Globals2D assuming periodicity
// Find node to node connectivity
vmapM.resize(Nfp*Nfaces*K); vmapP.resize(Nfp*Nfaces*K);
DVec FxL,FyL,FxR,FyR; DMat x1,x2,y1,y2,D,xF1,yF1,xF2,yF2;
IMat idLR; IVec idL,idR,vidL,vidR,fidL,fidR;
int k1=0,f1=0, k2=0,f2=0; DVec onesNfp=ones(Nfp);
double dx=0.0, dy=0.0, cx1=0.0,cx2=0.0,cy1=0.0,cy2=0.0;
double dNfp=(double)Nfp;
for (k1=1; k1<=K; ++k1) {
for (f1=1; f1<=Nfaces; ++f1) {
k2 = EToE(k1,f1); f2 = EToF(k1,f1);
vidL = Fmask(All,f1); vidL += (k1-1)*Np;
vidR = Fmask(All,f2); vidR += (k2-1)*Np;
fidL = Range(1,Nfp) + (f1-1)*Nfp + (k1-1)*Nfp*Nfaces;
fidR = Range(1,Nfp) + (f2-1)*Nfp + (k2-1)*Nfp*Nfaces;
vmapM(fidL) = vidL; vmapP(fidL) = vidL;
FxL=Fx(fidL); FyL=Fy(fidL); FxR=Fx(fidR); FyR=Fy(fidR);
x1 = outer(FxL, onesNfp); y1 = outer(FyL, onesNfp);
x2 = outer(FxR, onesNfp); y2 = outer(FyR, onesNfp);
// Compute distance matrix
D = sqr(x1-trans(x2)) + sqr(y1-trans(y2));
idLR = find2D(abs(D), '<', NODETOL);
idL=idLR(All,1); idR=idLR(All,2);
vmapP(fidL(idL)) = vidR(idR);
}
}
for (k1=1; k1<=K; ++k1) {
for (f1=1; f1<=Nfaces; ++f1) {
//###################################################
xF1=x(Fmask(All,f1), k1); cx1=xF1.sum()/dNfp;
yF1=y(Fmask(All,f1), k1); cy1=yF1.sum()/dNfp;
//###################################################
k2 = EToE(k1,f1); f2 = EToF(k1,f1);
if (k2==k1) {
for (k2=1; k2<=K; ++k2) {
if (k1!=k2) {
for (f2=1; f2<=Nfaces; ++f2) {
if (EToE(k2,f2)==k2) {
//#########################################
xF2=x(Fmask(All,f2), k2); cx2=xF2.sum()/dNfp;
yF2=y(Fmask(All,f2), k2); cy2=yF2.sum()/dNfp;
//#########################################
dx = sqrt( SQ(abs(cx1-cx2)-xperiod) + SQ(cy1-cy2));
dy = sqrt( SQ(cx1-cx2) + SQ(abs(cy1-cy2)-yperiod));
if (dx<NODETOL || dy<NODETOL) {
EToE(k1,f1) = k2; EToE(k2,f2) = k1;
EToF(k1,f1) = f2; EToF(k2,f2) = f1;
vidL = Fmask(All,f1); vidL += (k1-1)*Np;
vidR = Fmask(All,f2); vidR += (k2-1)*Np;
fidL = Range(1,Nfp) + (f1-1)*Nfp + (k1-1)*Nfp*Nfaces;
fidR = Range(1,Nfp) + (f2-1)*Nfp + (k2-1)*Nfp*Nfaces;
FxL=Fx(fidL); FyL=Fy(fidL); FxR=Fx(fidR); FyR=Fy(fidR);
x1 = outer(FxL, onesNfp); y1 = outer(FyL, onesNfp);
x2 = outer(FxR, onesNfp); y2 = outer(FyR, onesNfp);
// Compute distance matrix
if (dx<NODETOL) {
D = sqr(abs(x1-trans(x2))-xperiod) + sqr(y1-trans(y2));
} else {
D = sqr(x1-trans(x2)) + sqr(abs(y1-trans(y2))-yperiod);
}
idLR = find2D(abs(D), '<', NODETOL);
idL=idLR(All,1); idR=idLR(All,2);
//assert(idL.size() == Nfp);
if (idL.size() != Nfp) {
umERROR("NDG2D::BuildPeriodicMaps2D", "Nfp != idL.size() = %d", idL.size());
}
vmapP(fidL(idL)) = vidR(idR);
vmapP(fidR(idR)) = vidL(idL);
}
}
}
}
}
}
}
}
// Create default list of boundary nodes
mapB = find(vmapP, '=', vmapM); vmapB = vmapM(mapB);
}
//---------------------------------------------------------
void NDG2D::OutputNodes(bool bFaceNodes)
//---------------------------------------------------------
{
static int count = 0;
string output_dir = ".";
string buf = umOFORM("%s/mesh_N%02d_%04d.vtk",
output_dir.c_str(), this->Nfp, ++count);
FILE *fp = fopen(buf.c_str(), "w");
if (!fp) {
umLOG(1, "Could no open %s for output!\n", buf.c_str());
return;
}
// Set flags and totals
int Npoints = this->Np; // volume nodes per element
if (bFaceNodes)
Npoints = Nfp*Nfaces; // face nodes per element
// set totals for Vtk output
#if (1)
// FIXME: no connectivity
int vtkTotalPoints = this->K * Npoints;
int vtkTotalCells = vtkTotalPoints;
int vtkTotalConns = vtkTotalPoints;
int Ncells = Npoints;
#else
int vtkTotalPoints = this->K * Npoints;
int vtkTotalCells = this->K * Ncells;
int vtkTotalConns = (this->EToV.num_cols()+1) * this->K * Ncells;
int Ncells = this->N * this->N;
#endif
//-------------------------------------
// 1. Write the VTK header details
//-------------------------------------
fprintf(fp, "# vtk DataFile Version 2");
fprintf(fp, "\nNDGFem simulation nodes");
fprintf(fp, "\nASCII");
fprintf(fp, "\nDATASET UNSTRUCTURED_GRID\n");
fprintf(fp, "\nPOINTS %d double", vtkTotalPoints);
int newNpts=0;
//-------------------------------------
// 2. Write the vertex data
//-------------------------------------
if (bFaceNodes) {
for (int k=1; k<=this->K; ++k) {
for (int n=1; n<=Npoints; ++n) {
fprintf(fp, "\n%20.12e %20.12e %6.1lf", Fx(n,k), Fy(n,k), 0.0);
}
}
} else {
for (int k=1; k<=this->K; ++k) {
for (int n=1; n<=Npoints; ++n) {
fprintf(fp, "\n%20.12e %20.12e %6.1lf", x(n,k), y(n,k), 0.0);
}
}
}
//-------------------------------------
// 3. Write the element connectivity
//-------------------------------------
// Number of indices required to define connectivity
fprintf(fp, "\n\nCELLS %d %d", vtkTotalCells, 2*vtkTotalConns);
// TODO: write element connectivity to file
// FIXME: out-putting as VTK_VERTEX
int nodesk=0;
for (int k=0; k<this->K; ++k) { // for each element
for (int n=1; n<=Npoints; ++n) {
fprintf(fp, "\n%d", 1); // for each triangle
for (int i=1; i<=1; ++i) { // FIXME: no connectivity
fprintf(fp, " %5d", nodesk); // nodes in nth triangle
nodesk++; // indexed from 0
}
}
}
//-------------------------------------
// 4. Write the cell types
//-------------------------------------
// For each element (cell) write a single integer
// identifying the cell type. The integer should
// correspond to the enumeration in the vtk file:
// /VTK/Filtering/vtkCellType.h
fprintf(fp, "\n\nCELL_TYPES %d", vtkTotalCells);
for (int k=0; k<this->K; ++k) {
fprintf(fp, "\n");
for (int i=1; i<=Ncells; ++i) {
//fprintf(fp, "5 "); // 5:VTK_TRIANGLE
fprintf(fp, "1 "); // 1:VTK_VERTEX
if (! (i%10))
fprintf(fp, "\n");
}
}
// add final newline to output
fprintf(fp, "\n");
fclose(fp);
}
/* readonly attribute nsIDOMSVGAnimatedLength fy; */
NS_IMETHODIMP SVGRadialGradientElement::GetFy(nsIDOMSVGAnimatedLength * *aFy)
{
*aFy = Fy().get();
return NS_OK;
}