public CE_1D(CFemNode NStart, CFemNode NEnd, EElemSuppType3D eSuppType, CCrSc ECrSc)
{
// Create and fill elements base data
// Nodes
NodeStart = NStart;
NodeEnd = NEnd;
// Support type
m_eSuppType3D = eSuppType;
// Cross-section
m_CrSc = ECrSc;
FillBasic2();
}
private void Get_iElemSuppType3D(FEM_CALC_BASE.Enums.EElemSuppType2D[] eArrSuppType)
{
// Is DOF rigid?
// true - 1 - yes, it is
// false - 0 - no, it isnt
// true - 1 restraint (infinity rigidity) / false - 0 - free (zero rigidity)
// Note: We can use 2D particular types or direct determination 3D (6 + 6 conditions of IsMemberDOFRigid)
if
(
eArrSuppType[(int)EM_PCS_DIR1.eUXRX] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_00_00 &&
eArrSuppType[(int)EM_PCS_DIR1.eUYRZ] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_00_00 &&
eArrSuppType[(int)EM_PCS_DIR1.eUZRY] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_00_00
)
m_eSuppType3D = EElemSuppType3D.e3DEl_000000_000000;
else if
(
eArrSuppType[(int)EM_PCS_DIR1.eUXRX] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_00___ &&
eArrSuppType[(int)EM_PCS_DIR1.eUYRZ] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_00___ &&
eArrSuppType[(int)EM_PCS_DIR1.eUZRY] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_00___
)
m_eSuppType3D = EElemSuppType3D.e3DEl_000000_______;
else if
(
eArrSuppType[(int)EM_PCS_DIR1.eUXRX] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl____00 &&
eArrSuppType[(int)EM_PCS_DIR1.eUYRZ] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl____00 &&
eArrSuppType[(int)EM_PCS_DIR1.eUZRY] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl____00
)
m_eSuppType3D = EElemSuppType3D.e3DEl________000000;
else if
(
eArrSuppType[(int)EM_PCS_DIR1.eUXRX] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_00_0_ &&
eArrSuppType[(int)EM_PCS_DIR1.eUYRZ] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_00_0_ &&
eArrSuppType[(int)EM_PCS_DIR1.eUZRY] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_00_0_
)
m_eSuppType3D = EElemSuppType3D.e3DEl_000000_000___;
else if
(
eArrSuppType[(int)EM_PCS_DIR1.eUXRX] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_0__00 &&
eArrSuppType[(int)EM_PCS_DIR1.eUYRZ] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_0__00 &&
eArrSuppType[(int)EM_PCS_DIR1.eUZRY] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_0__00
)
m_eSuppType3D = EElemSuppType3D.e3DEl_000____000000;
else if
(
eArrSuppType[(int)EM_PCS_DIR1.eUXRX] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_00_00 &&
eArrSuppType[(int)EM_PCS_DIR1.eUYRZ] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_00__0 &&
eArrSuppType[(int)EM_PCS_DIR1.eUZRY] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_00_0_
)
m_eSuppType3D = EElemSuppType3D.e3DEl_000000_0_00_0;
else if
(
eArrSuppType[(int)EM_PCS_DIR1.eUXRX] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_00_00 &&
eArrSuppType[(int)EM_PCS_DIR1.eUYRZ] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl__0_00 &&
eArrSuppType[(int)EM_PCS_DIR1.eUZRY] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_0__00
)
m_eSuppType3D = EElemSuppType3D.e3DEl_0_00_0_000000;
else if
(
eArrSuppType[(int)EM_PCS_DIR1.eUXRX] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_00_00 &&
eArrSuppType[(int)EM_PCS_DIR1.eUYRZ] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_0__0_ &&
eArrSuppType[(int)EM_PCS_DIR1.eUZRY] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_0__0_
)
m_eSuppType3D = EElemSuppType3D.e3DEl_0000___0000__;
else if
(
eArrSuppType[(int)EM_PCS_DIR1.eUXRX] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_00__0 &&
eArrSuppType[(int)EM_PCS_DIR1.eUYRZ] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_0__0_ &&
eArrSuppType[(int)EM_PCS_DIR1.eUZRY] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_0__0_
)
m_eSuppType3D = EElemSuppType3D.e3DEl_0000____000__;
else if
(
eArrSuppType[(int)EM_PCS_DIR1.eUXRX] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl__0_00 &&
eArrSuppType[(int)EM_PCS_DIR1.eUYRZ] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_0__0_ &&
eArrSuppType[(int)EM_PCS_DIR1.eUZRY] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_0__0_
)
m_eSuppType3D = EElemSuppType3D.e3DEl__000___0000__;
else if
(
eArrSuppType[(int)EM_PCS_DIR1.eUXRX] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_0__0_ &&
eArrSuppType[(int)EM_PCS_DIR1.eUYRZ] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_0__0_ &&
eArrSuppType[(int)EM_PCS_DIR1.eUZRY] == FEM_CALC_BASE.Enums.EElemSuppType2D.eEl_0__0_
)
m_eSuppType3D = EElemSuppType3D.e3DEl_000____000___;
else
{
// Not defined stiffeness matrix
m_eSuppType3D = EElemSuppType3D.e3DEl______________;
}
}
