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[StructuralMechanicsApplication] Fix reponse typo ➡️ response #12179

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Mar 13, 2024
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[StructuralMechanicsApplication] Fix reponse typo ➡️ response #12179

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[StructuralMechanicsApplication] Fix `reponse` typo ➡️ `response`
loumalouomega Mar 13, 2024
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loumalouomega Mar 13, 2024
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12 changes: 6 additions & 6 deletions applications/StructuralMechanicsApplication/custom_elements/base_solid_element.cpp
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Original file line number Diff line number Diff line change
Expand Up @@ -839,7 +839,7 @@ void BaseSolidElement::CalculateOnIntegrationPoints(
// Compute element kinematics B, F, DN_DX ...
CalculateKinematicVariables(this_kinematic_variables, point_number, this->GetIntegrationMethod());

// Compute material reponse
// Compute material response
CalculateConstitutiveVariables(this_kinematic_variables, this_constitutive_variables, Values, point_number, integration_points, GetStressMeasure(), false);

double integration_weight = GetIntegrationWeight(integration_points, point_number, detJ[point_number]);
Expand Down Expand Up @@ -899,7 +899,7 @@ void BaseSolidElement::CalculateOnIntegrationPoints(
for (IndexType point_number = 0; point_number < number_of_integration_points; ++point_number) {
// Compute element kinematics B, F, DN_DX ...
CalculateKinematicVariables(this_kinematic_variables, point_number, this->GetIntegrationMethod());
// Compute material reponse, not encessary to rotate since it's an invariant
// Compute material response, not encessary to rotate since it's an invariant
CalculateConstitutiveVariables(this_kinematic_variables, this_constitutive_variables, Values, point_number, integration_points, GetStressMeasure(), false);

// Compute VM stress
Expand Down Expand Up @@ -1049,10 +1049,10 @@ void BaseSolidElement::CalculateOnIntegrationPoints(
CalculateKinematicVariables(this_kinematic_variables, point_number, this->GetIntegrationMethod());
//call the constitutive law to update material variables
if( rVariable == CAUCHY_STRESS_VECTOR) {
// Compute material reponse
// Compute material response
CalculateConstitutiveVariables(this_kinematic_variables, this_constitutive_variables, Values, point_number, integration_points, ConstitutiveLaw::StressMeasure_Cauchy, is_rotated);
} else {
// Compute material reponse
// Compute material response
CalculateConstitutiveVariables(this_kinematic_variables, this_constitutive_variables, Values, point_number, integration_points,ConstitutiveLaw::StressMeasure_PK2, is_rotated);
}

Expand Down Expand Up @@ -1093,7 +1093,7 @@ void BaseSolidElement::CalculateOnIntegrationPoints(
for ( IndexType point_number = 0; point_number < number_of_integration_points; ++point_number ) {
// Compute element kinematics B, F, DN_DX ...
CalculateKinematicVariables(this_kinematic_variables, point_number, this->GetIntegrationMethod());
// Compute material reponse
// Compute material response
CalculateConstitutiveVariables(this_kinematic_variables, this_constitutive_variables, Values, point_number, integration_points, this_stress_measure, false);

if (strain_size == 4) { // Axysimmetric
Expand Down Expand Up @@ -1220,7 +1220,7 @@ void BaseSolidElement::CalculateOnIntegrationPoints(
// Compute element kinematics B, F, DN_DX ...
CalculateKinematicVariables(this_kinematic_variables, point_number, this->GetIntegrationMethod());

// Compute material reponse
// Compute material response
CalculateConstitutiveVariables(this_kinematic_variables, this_constitutive_variables, Values, point_number, integration_points, GetStressMeasure(), is_rotated);

if( rOutput[point_number].size2() != this_constitutive_variables.D.size2() )
Expand Down
2 changes: 1 addition & 1 deletion applications/StructuralMechanicsApplication/custom_elements/base_solid_element.h
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Expand Up @@ -1051,7 +1051,7 @@ class KRATOS_API(STRUCTURAL_MECHANICS_APPLICATION) BaseSolidElement
// Compute element kinematics B, F, DN_DX ...
this->CalculateKinematicVariables(this_kinematic_variables, point_number, this->GetIntegrationMethod());

// Compute material reponse
// Compute material response
this->SetConstitutiveVariables(this_kinematic_variables, this_constitutive_variables, Values, point_number, integration_points);

// rotate to local axes strain/F
Expand Down
2 changes: 1 addition & 1 deletion applications/StructuralMechanicsApplication/custom_elements/small_displacement.cpp
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Original file line number Diff line number Diff line change
Expand Up @@ -166,7 +166,7 @@ void SmallDisplacement::CalculateAll(
// Compute element kinematics B, F, DN_DX ...
CalculateKinematicVariables(this_kinematic_variables, point_number, this->GetIntegrationMethod());

// Compute material reponse
// Compute material response
CalculateConstitutiveVariables(this_kinematic_variables, this_constitutive_variables, Values, point_number, integration_points, GetStressMeasure(), is_rotated);

// Calculating weights for integration on the reference configuration
Expand Down
16 changes: 8 additions & 8 deletions applications/StructuralMechanicsApplication/custom_elements/small_displacement_bbar.cpp
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Expand Up @@ -150,7 +150,7 @@ void SmallDisplacementBbar::CalculateAll(
// Compute element kinematics B, F, DN_DX ...
CalculateKinematicVariablesBbar(this_kinematic_variables, point_number, integration_points);

// Compute material reponse
// Compute material response
CalculateConstitutiveVariables(this_kinematic_variables, this_constitutive_variables,
Values, point_number, integration_points,
GetStressMeasure(), is_rotated);
Expand Down Expand Up @@ -546,7 +546,7 @@ void SmallDisplacementBbar::CalculateOnIntegrationPoints(
// Compute element kinematics B, F, DN_DX ...
CalculateKinematicVariablesBbar(this_kinematic_variables, point_number, integration_points);

// Compute material reponse
// Compute material response
SetConstitutiveVariables(this_kinematic_variables, this_constitutive_variables,
Values, point_number, integration_points);

Expand Down Expand Up @@ -583,7 +583,7 @@ void SmallDisplacementBbar::CalculateOnIntegrationPoints(
for(IndexType point_number = 0; point_number < integration_points.size(); point_number++) {
// Compute element kinematics B, F, DN_DX ...
CalculateKinematicVariablesBbar(this_kinematic_variables, point_number, integration_points);
// Compute material reponse
// Compute material response
CalculateConstitutiveVariables(this_kinematic_variables, this_constitutive_variables,
Values, point_number, integration_points,
GetStressMeasure(), false);
Expand Down Expand Up @@ -664,7 +664,7 @@ void SmallDisplacementBbar::CalculateOnIntegrationPoints(
CalculateKinematicVariablesBbar(this_kinematic_variables, point_number, integration_points);
//call the constitutive law to update material variables
if( rVariable == CAUCHY_STRESS_VECTOR) {
// Compute material reponse
// Compute material response
CalculateConstitutiveVariables(this_kinematic_variables,
this_constitutive_variables,
Values,
Expand All @@ -673,7 +673,7 @@ void SmallDisplacementBbar::CalculateOnIntegrationPoints(
ConstitutiveLaw::StressMeasure_Cauchy, is_rotated);
}
else {
// Compute material reponse
// Compute material response
CalculateConstitutiveVariables(this_kinematic_variables,
this_constitutive_variables,
Values,
Expand Down Expand Up @@ -720,7 +720,7 @@ void SmallDisplacementBbar::CalculateOnIntegrationPoints(
for ( IndexType point_number = 0; point_number < integration_points.size(); point_number++ ) {
// Compute element kinematics B, F, DN_DX ...
CalculateKinematicVariablesBbar(this_kinematic_variables, point_number, integration_points);
// Compute material reponse
// Compute material response
CalculateConstitutiveVariables(this_kinematic_variables, this_constitutive_variables,
Values, point_number, integration_points, this_stress_measure, false);

Expand Down Expand Up @@ -811,7 +811,7 @@ void SmallDisplacementBbar::CalculateOnIntegrationPoints(
for(IndexType point_number = 0; point_number < mConstitutiveLawVector.size(); point_number++) {
// Compute element kinematics B, F, DN_DX ...
CalculateKinematicVariablesBbar(this_kinematic_variables, point_number, integration_points);
// Compute material reponse
// Compute material response
CalculateConstitutiveVariables(this_kinematic_variables, this_constitutive_variables,
Values, point_number, integration_points,
GetStressMeasure(), is_rotated);
Expand Down Expand Up @@ -843,7 +843,7 @@ void SmallDisplacementBbar::CalculateOnIntegrationPoints(
for(IndexType point_number = 0; point_number < mConstitutiveLawVector.size(); point_number++ ) {
// Compute element kinematics B, F, DN_DX ...
CalculateKinematicVariablesBbar(this_kinematic_variables, point_number, integration_points);
// Compute material reponse
// Compute material response
CalculateConstitutiveVariables(this_kinematic_variables, this_constitutive_variables,
Values, point_number, integration_points,
GetStressMeasure(), false);
Expand Down
4 changes: 2 additions & 2 deletions ...chanicsApplication/custom_elements/small_displacement_mixed_volumetric_strain_element.cpp
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Expand Up @@ -1122,10 +1122,10 @@ void SmallDisplacementMixedVolumetricStrainElement::CalculateOnIntegrationPoints

// Call the constitutive law to update material variables
if( rVariable == CAUCHY_STRESS_VECTOR) {
// Compute material reponse
// Compute material response
CalculateConstitutiveVariables(kinematic_variables, constitutive_variables, cons_law_values, i_gauss, r_integration_points, ConstitutiveLaw::StressMeasure_Cauchy);
} else {
// Compute material reponse
// Compute material response
CalculateConstitutiveVariables(kinematic_variables, constitutive_variables, cons_law_values, i_gauss, r_integration_points, ConstitutiveLaw::StressMeasure_PK2);
}

Expand Down
2 changes: 1 addition & 1 deletion applications/StructuralMechanicsApplication/custom_elements/total_lagrangian.cpp
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Expand Up @@ -218,7 +218,7 @@ void TotalLagrangian::CalculateAll(
// Compute element kinematics B, F, DN_DX ...
this->CalculateKinematicVariables(this_kinematic_variables, point_number, this->GetIntegrationMethod());

// Compute material reponse
// Compute material response
this->CalculateConstitutiveVariables(this_kinematic_variables, this_constitutive_variables, Values, point_number, integration_points, this->GetStressMeasure(), is_rotated);

// Calculating weights for integration on the reference configuration
Expand Down
6 changes: 3 additions & 3 deletions ...MechanicsApplication/custom_elements/total_lagrangian_mixed_volumetric_strain_element.cpp
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Expand Up @@ -7036,7 +7036,7 @@ void TotalLagrangianMixedVolumetricStrainElement<TDim>::CalculateOnIntegrationPo
// Calculate kinematics
CalculateKinematicVariables(kinematic_variables, i_gauss, GetIntegrationMethod());

// Compute material reponse
// Compute material response
CalculateConstitutiveVariables(kinematic_variables, constitutive_variables, cons_law_values, i_gauss, r_integration_points, ConstitutiveLaw::StressMeasure_PK2);

// Calculate and save Von-Mises equivalent stress
Expand Down Expand Up @@ -7092,10 +7092,10 @@ void TotalLagrangianMixedVolumetricStrainElement<TDim>::CalculateOnIntegrationPo

// Call the constitutive law to update material variables
if( rVariable == CAUCHY_STRESS_VECTOR) {
// Compute material reponse
// Compute material response
CalculateConstitutiveVariables(kinematic_variables, constitutive_variables, cons_law_values, i_gauss, r_integration_points, ConstitutiveLaw::StressMeasure_Cauchy);
} else {
// Compute material reponse
// Compute material response
CalculateConstitutiveVariables(kinematic_variables, constitutive_variables, cons_law_values, i_gauss, r_integration_points, ConstitutiveLaw::StressMeasure_PK2);
}

Expand Down
2 changes: 1 addition & 1 deletion ...ns/StructuralMechanicsApplication/custom_elements/total_lagrangian_q1p0_mixed_element.cpp
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Expand Up @@ -179,7 +179,7 @@ void TotalLagrangianQ1P0MixedElement::CalculateAll(
// Compute element kinematics B, F, DN_DX ...
this->CalculateKinematicVariables(this_kinematic_variables, point_number, this->GetIntegrationMethod());

// Compute material reponse
// Compute material response
this->CalculateConstitutiveVariables(this_kinematic_variables, this_constitutive_variables, Values, point_number, integration_points, this->GetStressMeasure(), false);

const Matrix& r_C = prod(trans(this_kinematic_variables.F), this_kinematic_variables.F);
Expand Down
2 changes: 1 addition & 1 deletion applications/StructuralMechanicsApplication/custom_elements/updated_lagrangian.cpp
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Expand Up @@ -264,7 +264,7 @@ void UpdatedLagrangian::CalculateAll(
// Compute element kinematics B, F, DN_DX ...
this->CalculateKinematicVariables(this_kinematic_variables, point_number, this->GetIntegrationMethod());

// Compute material reponse
// Compute material response
this->CalculateConstitutiveVariables(this_kinematic_variables, this_constitutive_variables, Values, point_number, integration_points, this->GetStressMeasure(), is_rotated);

// Calculating weights for integration on the reference configuration
Expand Down
6 changes: 3 additions & 3 deletions ...d_volumetric_strain_element/total_lagrangian_mixed_volumetric_strain_element_template.cpp
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Expand Up @@ -1114,7 +1114,7 @@ void TotalLagrangianMixedVolumetricStrainElement<TDim>::CalculateOnIntegrationPo
// Calculate kinematics
CalculateKinematicVariables(kinematic_variables, i_gauss, GetIntegrationMethod());

// Compute material reponse
// Compute material response
CalculateConstitutiveVariables(kinematic_variables, constitutive_variables, cons_law_values, i_gauss, r_integration_points, ConstitutiveLaw::StressMeasure_PK2);

// Calculate and save Von-Mises equivalent stress
Expand Down Expand Up @@ -1170,10 +1170,10 @@ void TotalLagrangianMixedVolumetricStrainElement<TDim>::CalculateOnIntegrationPo

// Call the constitutive law to update material variables
if( rVariable == CAUCHY_STRESS_VECTOR) {
// Compute material reponse
// Compute material response
CalculateConstitutiveVariables(kinematic_variables, constitutive_variables, cons_law_values, i_gauss, r_integration_points, ConstitutiveLaw::StressMeasure_Cauchy);
} else {
// Compute material reponse
// Compute material response
CalculateConstitutiveVariables(kinematic_variables, constitutive_variables, cons_law_values, i_gauss, r_integration_points, ConstitutiveLaw::StressMeasure_PK2);
}

Expand Down
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