32 #ifndef _LIN2DTEE_HPP_ 33 #define _LIN2DTEE_HPP_ 37 #include <Eigen/Dense> 62 Lin2DTee(
double h,
double b,
double tw,
double tf, std::unique_ptr<Material> &material,
double theta=0.0,
unsigned int ip=10);
97 Eigen::VectorXd
GetStrainAt(
double x3=0,
double x2=0);
103 Eigen::VectorXd
GetStressAt(
double x3=0,
double x2=0);
121 void UpdateState(
const Eigen::VectorXd strain,
const unsigned int cond);
std::unique_ptr< Section > CopySection()
Clone the 'Lin2DTee' section.
double tw
Web thickness.
Definition: Lin2DTee.hpp:163
Eigen::VectorXd Strain
Generalized Strain vector.
Definition: Lin2DTee.hpp:175
Virtual class for creating a section object.
Definition: Section.hpp:45
double Theta
Rotation angle.
Definition: Lin2DTee.hpp:169
Eigen::VectorXd GetStressAt(double x3=0, double x2=0)
Returns the section stress at given position.
Eigen::VectorXd GetStrain()
Returns the resultant (generalised) strain vector over the section.
~Lin2DTee()
Destroys this Lin2DTee object.
This file contains the abstract "Material object" declarations, which computes the strain...
double GetArea()
Computes the Angle area.
This file contains the abstract "Section object" declarations, which computes the strain...
double GetShearArea2()
Computes the Angle shear area.
Eigen::MatrixXd GetDensity()
Access the section density matrix.
Class for creating a tee section for 2D analysis with linear elastic material for a frame elements...
Definition: Lin2DTee.hpp:49
Eigen::VectorXd GetStress()
Returns the resultant (generalised) stress vector over the section.
double h
Total height.
Definition: Lin2DTee.hpp:157
Lin2DTee(double h, double b, double tw, double tf, std::unique_ptr< Material > &material, double theta=0.0, unsigned int ip=10)
Creates a Section to be specified at a Gauss-point in an Element.
double GetInertiaAxis2()
Computes the Angle flexural inertia.
double tf
Flange thickness.
Definition: Lin2DTee.hpp:166
unsigned int InsertPoint
Local axis coordinate.
Definition: Lin2DTee.hpp:172
void ReverseState()
Reverse the section states to previous converged state.
Eigen::VectorXd GetStrainAt(double x3=0, double x2=0)
Returns the section strain at given position.
double GetInertiaAxis3()
Computes the Angle flexural inertia.
Eigen::MatrixXd GetTangentStiffness()
Returns the section stiffness matrix.
void InitialState()
Brings the section states to its initial state.
void ComputeSectionCenter(double &zcm, double &ycm)
Gets the section centroid.
double GetShearArea3()
Computes the Angle shear area.
void UpdateState(const Eigen::VectorXd strain, const unsigned int cond)
Update the section state for this iteration.
void CommitState()
Perform converged section state update.
Eigen::MatrixXd GetInitialTangentStiffness()
Returns the section initial stiffness matrix.
std::unique_ptr< Material > theMaterial
The section's material.
Definition: Lin2DTee.hpp:178
double b
Total width.
Definition: Lin2DTee.hpp:160