FibersCircRCCircShape Class Reference

Class that is the children of FibersCirc and combine the class RCCircShape (section) to retrieve the information needed. More...

Inheritance diagram for FibersCircRCCircShape:

Public Member Functions
def	__init__ (self, int ID, RCCircShape section, int unconf_mat_ID, int conf_mat_ID, int bars_mat_ID, list discr_core, list discr_cover, alpha_i=0.0, GJ=0)
	Constructor of the class. More...
Public Member Functions inherited from FibersCirc
def	__init__ (self, int ID, b, e, D_bars, Ay, n_bars, D_hoops, int unconf_mat_ID, int conf_mat_ID, int bars_mat_ID, list discr_core, list discr_cover, alpha_i=0.0, GJ=0.0)
	Constructor of the class. More...
def	CreateFibers (self)
	Method that initialise the fiber by calling the OpenSeesPy commands. More...
def	ReInit (self)
	Implementation of the homonym abstract method. More...
def	ShowInfo (self, plot=False, block=False)
	Implementation of the homonym abstract method. More...
def	UpdateStoredData (self)
	Implementation of the homonym abstract method. More...

Public Attributes
	section
	section_name_tag
Public Attributes inherited from FibersCirc
	alpha_i
	Ay
	b
	bars_mat_ID
	conf_mat_ID
	D_bars
	D_hoops
	data
	discr_core
	discr_cover
	e
	fib_sec
	GJ
	ID
	Initialized
	n_bars
	r_bars
	r_core
	section_name_tag
	unconf_mat_ID

Detailed Description

Class that is the children of FibersCirc and combine the class RCCircShape (section) to retrieve the information needed.

Parameters

FibersCirc

Parent class.

Definition at line 435 of file Fibers.py.

Constructor & Destructor Documentation

__init__()

def __init__	(		self,
		int	ID,
		RCCircShape	section,
		int	unconf_mat_ID,
		int	conf_mat_ID,
		int	bars_mat_ID,
		list	discr_core,
		list	discr_cover,
			alpha_i = 0.0,
			GJ = 0
	)

Constructor of the class.

Parameters

ID	(int): Unique fiber section ID.
section	(RCCircShape): RCCircShape section object.
unconf_mat_ID	(int): ID of material model that will be assigned to the unconfined fibers.
conf_mat_ID	(int): ID of material model that will be assigned to the confined fibers.
bars_mat_ID	(int): ID of material model that will be assigned to the reinforcing bars fibers.
discr_core	(list): List with two entries: number of subdivisions (fibers) in the circumferential direction (number of wedges), number of subdivisions (fibers) in the radial direction (number of rings) for the confined core.
discr_cover	(list): List with two entries: number of subdivisions (fibers) in the circumferential direction (number of wedges), number of subdivisions (fibers) in the radial direction (number of rings) for the unconfined cover.
alpha_i	(float, optional): Angle in deg of the first vertical rebars with respect to the y axis, counterclockwise. Defaults to 0.0.
GJ	(float, optional): Linear-elastic torsional stiffness assigned to the section. Defaults to 0.0, assume no torsional stiffness.

Reimplemented from FibersCirc.

Definition at line 441 of file Fibers.py.

        discr_core: list, discr_cover: list, alpha_i=0.0, GJ=0):
        """
        Constructor of the class.
 
        @param ID (int): Unique fiber section ID.
        @param section (RCCircShape): RCCircShape section object.
        @param unconf_mat_ID (int): ID of material model that will be assigned to the unconfined fibers.
        @param conf_mat_ID (int): ID of material model that will be assigned to the confined fibers.
        @param bars_mat_ID (int): ID of material model that will be assigned to the reinforcing bars fibers.
        @param discr_core (list): List with two entries: number of subdivisions (fibers) in the circumferential direction (number of wedges),
            number of subdivisions (fibers) in the radial direction (number of rings) for the confined core.
        @param discr_cover (list): List with two entries: number of subdivisions (fibers) in the circumferential direction (number of wedges),
            number of subdivisions (fibers) in the radial direction (number of rings) for the unconfined cover.
        @param alpha_i (float, optional): Angle in deg of the first vertical rebars with respect to the y axis, counterclockwise. Defaults to 0.0.
        @param GJ (float, optional): Linear-elastic torsional stiffness assigned to the section. Defaults to 0.0, assume no torsional stiffness.
        """
        self.section = deepcopy(section)
        super().__init__(ID, section.b, section.e, section.D_bars, section.Ay, section.n_bars, section.D_hoops, unconf_mat_ID, conf_mat_ID, bars_mat_ID,
            discr_core, discr_cover, alpha_i=alpha_i, GJ=GJ)
        self.section_name_tag = section.name_tag
        self.UpdateStoredData()
 
 

Member Data Documentation

section

section

Definition at line 458 of file Fibers.py.

section_name_tag

section_name_tag

Definition at line 461 of file Fibers.py.

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The documentation for this class was generated from the following file:

• /media/carmine/DATA/Programmi/OpenSeesPyAssistant/Fibers.py