Uniaxial material models.

Classes
class	XC::BarSlipMaterial
	The file generates the 4 point envelope for both positive and negative loading and is basically a wrapper for the Pinching4 material at it's outset. More...
class	XC::BoucWenMaterial
	??. More...
class	XC::CableMaterial
	CableMaterial provides the abstraction of an elastic uniaxial material, the input parameters are the Prestress, E, Effective Self Weight (gravity component of Weight per volume transverse to the cable), and Length of the cable. More...
class	XC::Concrete01
	Uniaxial Kent-Scott-Park concrete model with linear unloading/reloading according to the work of Karsan-Jirsa and no strength in tension. The model contains a compressive strength of fpc, a strain at the compressive strength of epsc0, a crushing strength of fpcu, and a strain at the crushing strength of epscu. Compressive concrete parameters should be input as negative numeric values for this model to behave properly. Specification of minimum and maximum failure strains through the -min and -max switches is optional. The argument matTag is used to uniquely identify the material object among material objects in the BasicBuilder object. More...
struct	XC::Conc02HistoryVars
	Concrete02 history variables. More...
class	XC::Concrete02
	Uniaxial model for concrete with tensile strength and tension softenint. Reference: Mohd Hisham Mohd Yassin, "Nonlinear Analysis of Prestressed Concrete Structures under Monotonic and Cycling Loads", PhD dissertation, University of California, Berkeley, 1994. More...
class	XC::Concrete04
	Uniaxial Popovics concrete material object with degraded linear unloading/reloading stiffness according to the work of Karsan-Jirsa and tensile strength with exponential decay. More...
class	XC::ConcreteBase
	Base class for concrete materials. More...
class	XC::RawConcrete
	Base class for concrete materials. More...
class	XC::ConnectedMaterial
	Connected uniaxial materials (parallel or serial). More...
class	XC::ParallelMaterial
	Parallel connected materials. More...
class	XC::SeriesMaterial
	Serially connected uniaxial materials. More...
class	XC::DqUniaxialMaterial
	Contenedor de pointers to UniaxialMaterial. More...
class	XC::DrainBilinearMaterial
	??. More...
class	XC::DrainClough1Material
	??. More...
class	XC::DrainClough2Material
	??. More...
class	XC::DrainHardeningMaterial
	??. More...
class	XC::DrainPinch1Material
	?? More...
class	XC::DrainMaterial
	??. More...
class	XC::ElasticBaseMaterial
	Base class for uniaxial elastic materials. More...
class	XC::ElasticMaterial
	Linear elastic uniaxial material. More...
class	XC::ElasticPPMaterial
	Elastic perfectly plastic material. More...
class	XC::EncapsulatedMaterial
	??. More...
class	XC::ENTMaterial
	Elastic no traction material. ENTMaterial provides the abstraction of an elastic uniaxial material under compression i.e. stress = E*strain under tension however it exhbits the following stress = a*(tanh(strain*b)) tangent = a*(1-tanh(strain*b)*tanh(strain*b));. More...
class	XC::EPPBaseMaterial
	Base class for elastic perfectly plastic materials. More...
class	XC::EPPGapMaterial
	Elastic perfectly plastic material with initial "gap". provides the abstraction of an elastic perfectly plastic (tension only) path dependent uniaxial material, with an initial gap offset (force-displacement units) For compression only behavior, enter negative gap and ep Damage can accumulate through specification of damage = 1 switch, otherwise damage = 0. More...
class	XC::FatigueMaterial
	FatigueMaterial wraps a UniaxialMaterial and imposes fatigue limits. More...
class	XC::FedeasBond1Material
	FedeasBond1Material wraps the FEDEAS 1d material subroutine Bond_1. More...
class	XC::FedeasBond2Material
	FedeasBond2Material wraps the FEDEAS 1d material subroutine Bond_2. More...
class	XC::FedeasBondMaterial
	FedeasBondMaterial wraps the FEDEAS 1d material subroutine Bond_1. More...
class	XC::FedeasConcr1Material
	FedeasConcr1Material wraps the FEDEAS 1d material subroutine Concr_1. More...
class	XC::FedeasConcr2Material
	FedeasConcr2Material wraps the FEDEAS 1d material subroutine Concr_2. More...
class	XC::FedeasConcr3Material
	FedeasConcr3Material wraps the FEDEAS 1d material subroutine Concr_3. More...
class	XC::FedeasConcrMaterial
	FedeasConcrMaterial wraps the FEDEAS 1d material subroutine Concr_1. More...
class	XC::FedeasHardeningMaterial
	FedeasHardeningMaterial wraps the FEDEAS 1d material subroutine Hard_1. More...
class	XC::FedeasHyster1Material
	FedeasConcr2Material wraps the FEDEAS 1d material subroutine Concr_2. More...
class	XC::FedeasHyster2Material
	FedeasHyster2Material wraps the FEDEAS 1d material subroutine Hyster_2. More...
class	XC::FedeasSteel1Material
	FedeasSteel1Material wraps the FEDEAS 1d material subroutine Steel_1. More...
class	XC::FedeasSteel2Material
	FedeasSteel2Material wraps the FEDEAS 1d material subroutine Steel_2. More...
class	XC::FedeasMaterial
	FedeasMaterial provides a FORTRAN interface for programming uniaxial material models, using the subroutine interface from the FEDEAS ML1D library, developed by F.C. Filippou. More...
class	XC::HardeningMaterial
	HardeningMaterial provides the abstraction for a one-dimensional rate-independent plasticity model with combined isotropic and kinematic hardening. More...
class	XC::HystereticMaterial
	HystereticMaterial provides the implementation of a one-dimensional hysteretic model with pinching of both force and deformation, damage due to deformation and energy, and degraded unloading stiffness based on maximum ductility. This is a modified implementation of Hyster2.f90 by Filippou. More...
class	XC::MinMaxMaterial
	Stores max and min strain values. More...
class	XC::NewUniaxialMaterial
	??. More...
class	XC::PathIndependentMaterial
	PathIndependentMaterial uses a UniaxialMaterial object to represent a path-independent uniaxial material. Since it is path-independent, no state information is stored by PathIndependentMaterial. More...
class	XC::Pinching4Material
	??. More...
class	XC::InternalParamsA
	Internal parameters for a p-y material. More...
class	XC::InternalParamsIn
	Internal parameters for a p-y material. More...
class	XC::InternalParamsLR
	Internal parameters for a p-y material. More...
class	XC::InternalParamsLRIn
	Internal parameters for a p-y material. More...
class	XC::PQyzBase
	Base class for PySimple1 y QzSimple1. More...
class	XC::PYBase
	Material que representa una curva p-y. More...
class	XC::PyLiq1
	??. More...
class	XC::PySimple1
	Material que representa una curva p-y. More...
class	XC::PySimple1Gen
	??. More...
class	XC::QzSimple1
	Material que representa la resistencia por fuste de un pilote. More...
class	XC::Simple1GenBase
	??. More...
class	XC::TzLiq1
	??. More...
class	XC::TzSimple1
	Material que representa una curva t-z. More...
class	XC::TzSimple1Gen
	??. More...
class	XC::ReinforcingSteel
	??. More...
class	XC::Bilinear
	??. More...
class	XC::Clough
	??. More...
class	XC::CloughDamage
	??. More...
class	XC::Pinching
	??. More...
class	XC::PinchingDamage
	??. More...
class	XC::Steel01
	Uniaxial material model for steel. More...
class	XC::Steel02
	Uniaxial material for steel. Menegotto-Pinto steel model with Filippou isotropic hardening. More...
class	XC::Steel03
	Steel 03 uniaxial material. More...
class	XC::SteelBase
	Base class for steel uniaxial materials. More...
class	XC::SteelBase0103
	Base class for Steel01 and Steel03. More...
class	XC::UniaxialHistoryVars
	UniaxialHistoryVars stores values for strain and stiffness. More...
class	XC::UniaxialMaterial
	Base class for uniaxial materials. More...
class	XC::UniaxialStateVars
	UniaxialStateVars stores values for material strain, stress and stiffness. More...
class	XC::ViscousMaterial
	Material de tipo viscoso. More...
class	XC::ZeroLengthMaterials
	A ZeroLengthElement is defined by two nodes with the same coordinate. One or more material objects may be associated with the nodes to provide a force displacement relationship. ZeroLengthMaterials will work with 1d, 2d, or 3d material models. More...

Detailed Description