/// <summary>
/// ポート固有値解析
/// </summary>
public static void SolvePortWaveguideEigen(
FemSolver.WaveModeDV WaveModeDv,
double waveLength,
int maxModeSpecified,
IList <FemNode> Nodes,
Dictionary <string, IList <int> > EdgeToElementNoH,
IList <FemElement> Elements,
MediaInfo[] Medias,
Dictionary <int, bool> ForceNodeNumberH,
IList <int> portNodes,
out int[] nodesBoundary,
out MyDoubleMatrix ryy_1d,
out Complex[] eigenValues,
out Complex[,] eigenVecs)
{
//System.Diagnostics.Debug.WriteLine("solvePortWaveguideEigen: {0},{1}", waveLength, portNo);
nodesBoundary = null;
ryy_1d = null;
eigenValues = null;
eigenVecs = null;
// 2D次元数
const int ndim2d = Constants.CoordDim2D; //2;
// 波数
double k0 = 2.0 * pi / waveLength;
// 角周波数
double omega = k0 * c0;
// 節点番号リスト(要素インデックス: 1D節点番号 - 1 要素:2D節点番号)
IList <int> nodes = portNodes;
// 2D→1D節点番号マップ
Dictionary <int, int> to1dNodes = new Dictionary <int, int>();
// 節点座標リスト
IList <double> coords = new List <double>();
// 要素リスト
IList <FemLineElement> elements = new List <FemLineElement>();
// 1D節点番号リスト（ソート済み）
IList <int> sortedNodes = new List <int>();
// 1D節点番号→ソート済みリストインデックスのマップ
Dictionary <int, int> toSorted = new Dictionary <int, int>();
// 2Dの要素から次数を取得する
Constants.FemElementShapeDV elemShapeDv2d;
int order;
int vertexCnt2d;
FemMeshLogic.GetElementShapeDvAndOrderByElemNodeCnt(Elements[0].NodeNumbers.Length, out elemShapeDv2d, out order, out vertexCnt2d);
// 2D→1D節点番号マップ作成
for (int i = 0; i < nodes.Count; i++)
{
int nodeNumber2d = nodes[i];
if (!to1dNodes.ContainsKey(nodeNumber2d))
{
to1dNodes.Add(nodeNumber2d, i + 1);
}
}
// 原点
int nodeNumber0 = nodes[0];
int nodeIndex0 = nodeNumber0 - 1;
FemNode node0 = Nodes[nodeIndex0];
double[] coord0 = new double[ndim2d];
coord0[0] = node0.Coord[0];
coord0[1] = node0.Coord[1];
// 座標リスト作成
double[] coord = new double[ndim2d];
foreach (int nodeNumber in nodes)
{
int nodeIndex = nodeNumber - 1;
FemNode node = Nodes[nodeIndex];
coord[0] = node.Coord[0];
coord[1] = node.Coord[1];
double x = FemMeshLogic.GetDistance(coord, coord0);
//System.Diagnostics.Debug.WriteLine("{0},{1},{2},{3}", nodeIndex, coord[0], coord[1], x);
coords.Add(x);
}
// 線要素を作成する
if (order == Constants.FirstOrder)
{
// １次線要素
FemMat_Line_First.MkElements(
nodes,
EdgeToElementNoH,
Elements,
ref elements);
}
else
{
// ２次線要素
FemMat_Line_Second.MkElements(
nodes,
EdgeToElementNoH,
Elements,
ref elements);
}
// 強制境界節点と内部領域節点を分離
foreach (int nodeNumber2d in nodes)
{
int nodeNumber = to1dNodes[nodeNumber2d];
if (ForceNodeNumberH.ContainsKey(nodeNumber2d))
{
System.Diagnostics.Debug.WriteLine("{0}: {1} {2}", nodeNumber, Nodes[nodeNumber2d - 1].Coord[0], Nodes[nodeNumber2d - 1].Coord[1]);
}
else
{
sortedNodes.Add(nodeNumber);
toSorted.Add(nodeNumber, sortedNodes.Count - 1);
}
}
// 対称バンド行列のパラメータを取得する
int rowcolSize = 0;
int subdiaSize = 0;
int superdiaSize = 0;
{
bool[,] matPattern = null;
GetMatNonzeroPatternForEigen(elements, toSorted, out matPattern);
GetBandMatrixSubDiaSizeAndSuperDiaSizeForEigen(matPattern, out rowcolSize, out subdiaSize, out superdiaSize);
}
// ソート済み1D節点インデックス→2D節点番号マップ
nodesBoundary = new int[sortedNodes.Count];
for (int i = 0; i < sortedNodes.Count; i++)
{
int nodeNumber = sortedNodes[i];
int nodeIndex = nodeNumber - 1;
int nodeNumber2d = nodes[nodeIndex];
nodesBoundary[i] = nodeNumber2d;
}
// 節点数
int nodeCnt = sortedNodes.Count;
// 固有値、固有ベクトル
int maxMode = maxModeSpecified;
if (maxMode > nodeCnt)
{
maxMode = nodeCnt;
}
eigenValues = new Complex[maxMode];
eigenVecs = new Complex[maxMode, nodeCnt];
// 固有モード解析でのみ使用するuzz_1d, txx_1d
MyDoubleMatrix txx_1d = new MyDoubleSymmetricBandMatrix(nodeCnt, subdiaSize, superdiaSize);
MyDoubleMatrix uzz_1d = new MyDoubleSymmetricBandMatrix(nodeCnt, subdiaSize, superdiaSize);
// ryy_1dマトリクス (線要素)
ryy_1d = new MyDoubleSymmetricBandMatrix(nodeCnt, subdiaSize, superdiaSize);
for (int elemIndex = 0; elemIndex < elements.Count; elemIndex++)
{
// 線要素
FemLineElement element = elements[elemIndex];
// 1Dヘルムホルツ方程式固有値問題の要素行列を加算する
if (order == Constants.FirstOrder)
{
// １次線要素
FemMat_Line_First.AddElementMatOf1dEigenValueProblem(
waveLength, // E面の場合のみ使用
element,
coords,
toSorted,
Medias,
WaveModeDv,
ref txx_1d, ref ryy_1d, ref uzz_1d);
}
else
{
// ２次線要素
FemMat_Line_Second.AddElementMatOf1dEigenValueProblem(
waveLength, // E面の場合のみ使用
element,
coords,
toSorted,
Medias,
WaveModeDv,
ref txx_1d, ref ryy_1d, ref uzz_1d);
}
}
// [A] = [Txx] - k0 * k0 *[Uzz]
//メモリ節約
//MyDoubleMatrix matA = new MyDoubleMatrix(nodeCnt, nodeCnt);
MyDoubleSymmetricBandMatrix matA = new MyDoubleSymmetricBandMatrix(nodeCnt, subdiaSize, superdiaSize);
for (int ino = 0; ino < nodeCnt; ino++)
{
for (int jno = 0; jno < nodeCnt; jno++)
{
// 対称バンド行列対応
if (matA is MyDoubleSymmetricBandMatrix && ino > jno)
{
continue;
}
// 剛性行列
//matA[ino, jno] = txx_1d[ino, jno] - (k0 * k0) * uzz_1d[ino, jno];
// 質量行列matBが正定値行列となるように剛性行列matAの方の符号を反転する
matA[ino, jno] = -(txx_1d[ino, jno] - (k0 * k0) * uzz_1d[ino, jno]);
}
}
// ( [txx] - k0^2[uzz] + β^2[ryy]){Ez} = {0}より
// [A]{x} = λ[B]{x}としたとき、λ = β^2 とすると[B] = -[ryy]
//MyDoubleMatrix matB = MyMatrixUtil.product(-1.0, ryy_1d);
// 質量行列が正定値となるようにするため、上記符号反転を剛性行列の方に反映し、質量行列はryy_1dをそのまま使用する
//MyDoubleMatrix matB = new MyDoubleMatrix(ryy_1d);
MyDoubleSymmetricBandMatrix matB = new MyDoubleSymmetricBandMatrix((MyDoubleSymmetricBandMatrix)ryy_1d);
// 一般化固有値問題を解く
Complex[] evals = null;
Complex[,] evecs = null;
try
{
// 固有値、固有ベクトルを求める
solveEigen(matA, matB, out evals, out evecs);
// 固有値のソート
Sort1DEigenMode(k0, evals, evecs);
}
catch (Exception exception)
{
System.Diagnostics.Debug.WriteLine(exception.Message + " " + exception.StackTrace);
System.Diagnostics.Debug.Assert(false);
}
for (int imode = 0; imode < evecs.GetLength(0); imode++)
{
KrdLab.clapack.Complex phaseShift = 1.0;
double maxAbs = double.MinValue;
KrdLab.clapack.Complex fValueAtMaxAbs = 0.0;
{
// 境界上で位相調整する
for (int ino = 0; ino < evecs.GetLength(1); ino++)
{
KrdLab.clapack.Complex cvalue = evecs[imode, ino];
double abs = KrdLab.clapack.Complex.Abs(cvalue);
if (abs > maxAbs)
{
maxAbs = abs;
fValueAtMaxAbs = cvalue;
}
}
}
if (maxAbs >= MyUtilLib.Matrix.Constants.PrecisionLowerLimit)
{
phaseShift = fValueAtMaxAbs / maxAbs;
}
//System.Diagnostics.Debug.WriteLine("phaseShift: {0} (°)", Math.Atan2(phaseShift.Imaginary, phaseShift.Real) * 180.0 / pi);
for (int ino = 0; ino < evecs.GetLength(1); ino++)
{
evecs[imode, ino] /= phaseShift;
}
}
for (int imode = 0; imode < maxMode; imode++)
{
eigenValues[imode] = 0;
}
for (int tagtModeIdx = evals.Length - 1, imode = 0; tagtModeIdx >= 0 && imode < maxMode; tagtModeIdx--)
{
// 伝搬定数は固有値のsqrt
Complex betam = Complex.Sqrt(evals[tagtModeIdx]);
// 定式化BUGFIX
// 減衰定数は符号がマイナス(β = -jα)
bool isConjugateMode = false;
if (betam.Imaginary >= 0.0)
{
betam = new Complex(betam.Real, -betam.Imaginary);
isConjugateMode = true;
}
// 固有ベクトル
Complex[] evec = MyMatrixUtil.matrix_GetRowVec(evecs, tagtModeIdx);
if (isConjugateMode)
{
evec = MyMatrixUtil.vector_Conjugate(evec);
}
// 規格化定数を求める
// 実数の場合 [ryy]*t = [ryy]t ryyは対称行列より[ryy]t = [ryy]
Complex[] workVec = MyMatrixUtil.product(ryy_1d, evec);
Complex dm = MyMatrixUtil.vector_Dot(MyMatrixUtil.vector_Conjugate(evec), workVec);
{
// H面、平行平板
if (WaveModeDv == FemSolver.WaveModeDV.TM)
{
dm = Complex.Sqrt(omega * eps0 / Complex.Abs(betam) / dm);
}
else
{
dm = Complex.Sqrt(omega * mu0 / Complex.Abs(betam) / dm);
}
}
//System.Diagnostics.Debug.WriteLine("dm = " + dm);
// 伝搬定数の格納
eigenValues[imode] = betam;
// check
if (imode < 5)
{
//System.Diagnostics.Debug.WriteLine("eigenValues [ " + imode + "] = " + betam.Real + " + " + betam.Imaginary + " i " + " tagtModeIdx :" + tagtModeIdx + " " );
System.Diagnostics.Debug.WriteLine("β/k0 [ " + imode + "] = " + betam.Real / k0 + " + " + betam.Imaginary / k0 + " i " + " tagtModeIdx :" + tagtModeIdx + " ");
}
// 固有ベクトルの格納(規格化定数を掛ける)
for (int inoSorted = 0; inoSorted < nodeCnt; inoSorted++)
{
Complex fm = dm * evec[inoSorted];
eigenVecs[imode, inoSorted] = fm;
//System.Diagnostics.Debug.WriteLine("eigenVecs [ " + imode + ", " + inoSorted + "] = " + fm.Real + " + " + fm.Imaginary + " i Abs:" + Complex.Abs(fm));
}
imode++;
}
}
/// <summary>
/// 散乱行列の計算
/// </summary>
/// <param name="waveLength"></param>
/// <param name="iMode"></param>
/// <param name="isIncidentMode"></param>
/// <param name="nodesBoundary"></param>
/// <param name="ryy_1d"></param>
/// <param name="eigenValues"></param>
/// <param name="eigenVecs"></param>
/// <param name="nodesRegion"></param>
/// <param name="valuesAll"></param>
/// <returns></returns>
public static Complex GetWaveguidePortReflectionCoef(
FemSolver.WaveModeDV WaveModeDv,
double waveLength,
int iMode,
bool isIncidentMode,
int[] nodesBoundary,
MyDoubleMatrix ryy_1d,
Complex[] eigenValues,
Complex[,] eigenVecs,
int[] nodesRegion,
IList <FemElement> Elements,
MediaInfo[] Medias,
Complex[] valuesAll)
{
// 2D節点番号→ソート済みリストインデックスのマップ
Dictionary <int, int> toSorted = new Dictionary <int, int>();
// 2D節点番号→ソート済みリストインデックスのマップ作成
for (int i = 0; i < nodesRegion.Length; i++)
{
int nodeNumber = nodesRegion[i];
if (!toSorted.ContainsKey(nodeNumber))
{
toSorted.Add(nodeNumber, i);
}
}
// ポート上の界を取得する
int nodeCnt = nodesBoundary.Length;
Complex[] valuesB = new Complex[nodeCnt];
for (int ino = 0; ino < nodeCnt; ino++)
{
int nodeNumber = nodesBoundary[ino];
int inoGlobal = toSorted[nodeNumber];
valuesB[ino] = valuesAll[inoGlobal];
}
double k0 = 2.0 * pi / waveLength;
double omega = k0 * c0;
Complex s11 = new Complex(0.0, 0.0);
int maxMode = eigenValues.Length;
// {tmp_vec}*t = {fm}*t[ryy]*t
// {tmp_vec}* = [ryy]* {fm}*
// ([ryy]*)t = [ryy]*
// [ryy]が実数のときは、[ryy]* -->[ryy]
Complex[] fmVec = MyMatrixUtil.matrix_GetRowVec(eigenVecs, iMode);
// ryyが実数のとき
Complex[] tmp_vec = MyMatrixUtil.product(ryy_1d, MyMatrixUtil.vector_Conjugate(fmVec));
// s11 = {tmp_vec}t {value_all}
s11 = MyMatrixUtil.vector_Dot(tmp_vec, valuesB);
Complex betam = eigenValues[iMode];
{
// H面、平行平板
if (WaveModeDv == FemSolver.WaveModeDV.TM)
{
s11 *= (Complex.Abs(betam) / (omega * eps0));
if (isIncidentMode)
{
s11 += -1.0;
}
}
else
{
s11 *= (Complex.Abs(betam) / (omega * mu0));
if (isIncidentMode)
{
s11 += -1.0;
}
}
}
return(s11);
}
