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[CFiniteElementVec] Corrected spelling in comments
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@wenqing
wenqing committed Aug 1, 2018
1 parent 9fa57f0 commit c495882
Showing 1 changed file with 20 additions and 20 deletions.
40 changes: 20 additions & 20 deletions FEM/fem_ele_vec.cpp
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Original file line number Diff line number Diff line change
Expand Up @@ -641,7 +641,7 @@ void CFiniteElementVec::setB_Matrix(const int LocalIndex)
CFiniteElementVec:: setTransB_Matrix(const int LocalIndex)
Aufgabe:
Form the tanspose of B matric
Form the transpose of B matric
Formalparameter:
E:
const int LocalIndex : Local node index
Expand Down Expand Up @@ -725,7 +725,7 @@ void CFiniteElementVec::ComputeStrain(const int ip)
CFiniteElementVec:: CalDensity()
Aufgabe:
Caculate density of porous medium
Calculate density of porous medium
Programming:
05/2005 WW Erste Version
**************************************************************************/
Expand Down Expand Up @@ -772,7 +772,7 @@ double CFiniteElementVec::CalDensity()
Programming:
07/2004 WW
08/2004 OK MFP implementation
01/2010 NW use chache of B,B^T matrices
01/2010 NW use cache of B,B^T matrices
**************************************************************************/
void CFiniteElementVec::ComputeMatrix_RHS(const double fkt, const Matrix* p_D)
{
Expand Down Expand Up @@ -1013,7 +1013,7 @@ void CFiniteElementVec::LocalAssembly(const int update)
eqs_number[i] = MeshElement->nodes[i]->GetEquationIndex();
}
#endif
// For strain and stress extropolation all element types
// For strain and stress extrapolation all element types
// Number of elements associated to nodes
for (int i = 0; i < nnodes; i++)
dbuff[i] = (double)MeshElement->nodes[i]->getConnectedElementIDs().size();
Expand Down Expand Up @@ -1177,14 +1177,14 @@ void CFiniteElementVec::LocalAssembly(const int update)
}

/***************************************************************************
GeoSys - Funktion:
GeoSys - Function:
CFiniteElementVec:: GlobalAssembly()
Aufgabe:
Assemble local matrics and vectors to the global system
Assemble local matrices and vectors to the global system
Programming:
02/2005 WW
12/2009 WW New excavtion approach
12/2009 WW New excavation approach
**************************************************************************/
bool CFiniteElementVec::GlobalAssembly()
{
Expand Down Expand Up @@ -1274,7 +1274,7 @@ bool CFiniteElementVec::GlobalAssembly()
GeoSys - Funktion:
CFiniteElementVec:: GlobalAssembly_Stiffness()
Aufgabe:
Assemble local matrics and vectors to the global system
Assemble local matrices and vectors to the global system
Programming:
02/2005 WW
Expand Down Expand Up @@ -1344,7 +1344,7 @@ void CFiniteElementVec::GlobalAssembly_Stiffness()
GeoSys - Funktion:
CFiniteElementVec:: GlobalAssembly_Stiffness()
Aufgabe:
Assemble local matrics and vectors to the global system
Assemble local matrices and vectors to the global system
Programming:
02/2005 WW
Expand Down Expand Up @@ -1543,7 +1543,7 @@ void CFiniteElementVec::ComputeMass()
GeoSys - Funktion:
CFiniteElementVec:: GlobalAssembly_RHS()
Aufgabe:
Assemble local matrics and vectors to the global system
Assemble local matrices and vectors to the global system
Programming:
02/2005 WW
Expand Down Expand Up @@ -1863,9 +1863,9 @@ void CFiniteElementVec::GlobalAssembly_RHS()
Programming:
02/2000 OK Elastische Elemente
09/2002 WW Local assemby of stiffness matrix of elasto-plastic
09/2002 WW Local assembly of stiffness matrix of elasto-plastic
tangential model
Local assemby of residual
Local assembly of residual
07/2003 WW Quadratic triangle element
06/2004 WW Generalize for different element types as a member of class
12/2005 WW Creep
Expand Down Expand Up @@ -2431,7 +2431,7 @@ void CFiniteElementVec::GlobalAssembly_RHS()
GeoSys - Funktion:
CFiniteElementVec::ExtropolateGuassStrain()
Aufgabe:
Extropolate the Gauss point strains to nodes
Extrapolate the Gauss point strains to nodes
Formalparameter:
E:
Expand Down Expand Up @@ -2564,17 +2564,17 @@ void CFiniteElementVec::GlobalAssembly_RHS()
GeoSys - Funktion:
CFiniteElementVec::ExtropolateGuassStress()
Aufgabe:
Extropolate the Gauss point strains to nodes
Extrapolate the Gauss point strains to nodes
Formalparameter:
E:
Programming:
06/2004 WW
03/2007 WW Generize for all 2nd variables
03/2007 WW For all 2nd variables
**************************************************************************/
void CFiniteElementVec::ExtropolateGuassStress()
{
// For strain and stress extropolation all element types
// For strain and stress extrapolation all element types
// Number of elements associated to nodes
nnodes = MeshElement->nnodes;
// Node indices
Expand Down Expand Up @@ -2862,7 +2862,7 @@ void CFiniteElementVec::GlobalAssembly_RHS()
E:
const double *Stresses: Stresses
Return: Angle of maxium principle stress component to x direction
Return: Angle of maximum principle stress component to x direction
sig2<sig1
Programming:
Expand Down Expand Up @@ -2912,7 +2912,7 @@ void CFiniteElementVec::GlobalAssembly_RHS()
0, dilatancy
1, frictional
2, Poission ratio
Return: Angle of maxium principle stress component to x direction
Return: Angle of maximum principle stress component to x direction
Programming:
06/2004 WW Erste Version
Expand Down Expand Up @@ -3198,7 +3198,7 @@ void CFiniteElementVec::GlobalAssembly_RHS()
0 do not update
Ergebnis:
- double* - Deviatoric effetive stresses, s11,s22,s12,s33
- double* - Deviatoric effective stresses, s11,s22,s12,s33
Programmaenderungen:
06/2004 WW Erste Version
Expand Down Expand Up @@ -3519,7 +3519,7 @@ void CFiniteElementVec::GlobalAssembly_RHS()
GeoSys - Funktion:
CFiniteElementVec:: CalcStrain_v()
Aufgabe:
Calculate effictive strain at Gauss points
Calculate effective strain at Gauss points
Formalparameter:
E:
Expand Down

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