UnconfMander1988RCCircShape Class Reference

Class that is the children of UnconfMander1988 and combine the class RCCircShape (section) to retrieve the information needed. More...

Inheritance diagram for UnconfMander1988RCCircShape:

Public Member Functions
def	__init__ (self, int ID, RCCircShape section, ec=1, ecp=1, fct=-1, et=-1, beta=0.1)
	Constructor of the class. More...
Public Member Functions inherited from UnconfMander1988
def	__init__ (self, int ID, fc, Ec, ec=1, ecp=1, fct=-1, et=-1, beta=0.1)
	Constructor of the class. More...
def	CheckApplicability (self)
	Implementation of the homonym abstract method. More...
def	Compute_ec (self)
	Method that computes the compressive concrete yield strain. More...
def	Compute_ecp (self)
	Method that computes the compressive concrete spalling strain. More...
def	Compute_ecu (self)
	Method that computes the compressive concrete failure strain. More...
def	Compute_et (self)
	Method that computes the tensile concrete yield strain. More...
def	Compute_fct (self)
	Method that computes the tensile concrete yield stress. More...
def	Concrete01 (self)
	Generate the material model Concrete01 for unconfined concrete using the computed parameters. More...
def	Concrete04 (self)
	Generate the material model Concrete04 for unconfined concrete (Mander 1988) using the computed parameters. More...
def	ReInit (self, ec=1, ecp=1, fct=-1, et=-1)
	Implementation of the homonym abstract method. More...
def	ShowInfo (self, plot=False, block=False, concrete04=True)
	Implementation of the homonym abstract method. More...
def	UpdateStoredData (self)
	Implementation of the homonym abstract method. More...
def	CheckApplicability (self)
	Abstract function used to check the applicability of the material model. More...

Public Attributes
	section
	section_name_tag
Public Attributes inherited from UnconfMander1988
	beta
	data
	Ec
	ec
	ecp
	ecu
	et
	fc
	fct
	ID
	Initialized
	section_name_tag

Detailed Description

Class that is the children of UnconfMander1988 and combine the class RCCircShape (section) to retrieve the information needed.

Parameters

UnconfMander1988

Parent class.

Definition at line 1354 of file MaterialModels.py.

Constructor & Destructor Documentation

__init__()

def __init__	(		self,
		int	ID,
		RCCircShape	section,
			ec = 1,
			ecp = 1,
			fct = -1,
			et = -1,
			beta = 0.1
	)

Constructor of the class.

It passes the arguments into the parent class to generate the combination of the parent class and the section class RCCircShape. The copy of the section passed is stored in the member variable self.section.

Parameters

ID	(int): Unique material model ID.
section	(RCCircShape): RCCircShape section object.
ec	(float, optional): Compressive concrete yield strain. Defaults to 1, e.g. computed according to Karthik and Mander 2011.
ecp	(float, optional): Concrete spalling strain. Defaults to 1, e.g. computed according to Mander 1988.
fct	(float, optional): Tensile concrete yield strain. Defaults to -1, e.g. computed according to SIA 262:2012.
et	(float, optional): Tensile concrete yield strain. Defaults to -1, e.g. computed according to SIA 262:2012.
beta	(float, optional): Loating point value defining the exponential curve parameter to define the residual stress. Defaults to 0.1 (according to OpenSeesPy documentation)

Reimplemented from UnconfMander1988.

Definition at line 1360 of file MaterialModels.py.

    def __init__(self, ID: int, section: RCCircShape, ec=1, ecp=1, fct=-1, et=-1, beta=0.1):
        """
        Constructor of the class. It passes the arguments into the parent class to generate the combination of the parent class
            and the section class RCCircShape.
        The copy of the section passed is stored in the member variable self.section.
 
        @param ID (int): Unique material model ID.
        @param section (RCCircShape): RCCircShape section object.
        @param ec (float, optional): Compressive concrete yield strain. Defaults to 1, e.g. computed according to Karthik and Mander 2011.
        @param ecp (float, optional): Concrete spalling strain. Defaults to 1, e.g. computed according to Mander 1988.
        @param fct (float, optional): Tensile concrete yield strain. Defaults to -1, e.g. computed according to SIA 262:2012.
        @param et (float, optional): Tensile concrete yield strain. Defaults to -1, e.g. computed according to SIA 262:2012.
        @param beta (float, optional): Loating point value defining the exponential curve parameter to define the residual stress.
            Defaults to 0.1 (according to OpenSeesPy documentation)
        """
        self.section = deepcopy(section)
        super().__init__(ID, section.fc, section.Ec, ec=ec, ecp=ecp, fct=fct, et=et, beta=beta)
        self.section_name_tag = section.name_tag
        self.UpdateStoredData()
 
 

Member Data Documentation

section

section

Definition at line 1375 of file MaterialModels.py.

section_name_tag

section_name_tag

Definition at line 1377 of file MaterialModels.py.

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

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