#include <hydratingconcretemat.h>

Inheritance diagram for oofem::HydratingConcreteMat:

Collaboration diagram for oofem::HydratingConcreteMat:

Public Member Functions
	HydratingConcreteMat (int n, Domain *d)
bool	hasInternalSource () const override
bool	hasCastingTimeSupport () const override
void	computeInternalSourceVector (FloatArray &val, GaussPoint gp, TimeStep tStep, ValueModeType mode) const override
double	giveCharacteristicValue (MatResponseMode mode, GaussPoint gp, TimeStep tStep) const override
const char *	giveClassName () const override
void	initializeFrom (InputRecord &ir) override
int	giveIPValue (FloatArray &answer, GaussPoint gp, InternalStateType type, TimeStep tStep) override
double	giveIsotropicConductivity (GaussPoint gp, TimeStep tStep) const override
virtual double	giveConcreteCapacity (GaussPoint gp, TimeStep tStep) const
virtual double	giveConcreteDensity (GaussPoint gp, TimeStep tStep) const
Public Member Functions inherited from oofem::IsotropicHeatTransferMaterial
	IsotropicHeatTransferMaterial (int n, Domain *d)
FloatArrayF< 3 >	computeFlux3D (const FloatArrayF< 3 > &grad, double field, GaussPoint gp, TimeStep tStep) const override
FloatMatrixF< 3, 3 >	computeTangent3D (MatResponseMode mode, GaussPoint gp, TimeStep tStep) const override
double	giveCharacteristicValue (MatResponseMode mode, GaussPoint gp, TimeStep tStep) const override
virtual double	giveMaturityT0 () const
int	giveIPValue (FloatArray &answer, GaussPoint gp, InternalStateType type, TimeStep tStep) override
const char *	giveInputRecordName () const override
const char *	giveClassName () const override
void	initializeFrom (InputRecord &ir) override
double	giveProperty (int aProperty, GaussPoint gp, TimeStep tStep) const
double	giveTemperature (GaussPoint *gp) const
Public Member Functions inherited from oofem::TransportMaterial
	TransportMaterial (int n, Domain *d)
virtual void	giveFluxVector (FloatArray &answer, GaussPoint gp, const FloatArray &grad, const FloatArray &field, TimeStep tStep) const
FloatArrayF< 2 >	computeFlux2D (const FloatArrayF< 2 > &grad, double field, GaussPoint gp, TimeStep tStep) const
FloatArrayF< 1 >	computeFlux1D (const FloatArrayF< 1 > &grad, double field, GaussPoint gp, TimeStep tStep) const
virtual std::pair< FloatArrayF< 3 >, FloatArrayF< 3 > >	computeHeMoFlux3D (const FloatArrayF< 3 > &grad_t, const FloatArrayF< 3 > &grad_w, double t, double h, GaussPoint gp, TimeStep tStep) const
std::pair< FloatArrayF< 2 >, FloatArrayF< 2 > >	computeHeMoFlux2D (const FloatArrayF< 2 > &grad_t, const FloatArrayF< 2 > &grad_w, double t, double h, GaussPoint gp, TimeStep tStep) const
std::pair< FloatArrayF< 1 >, FloatArrayF< 1 > >	computeHeMoFlux1D (const FloatArrayF< 1 > &grad_t, const FloatArrayF< 1 > &grad_w, double t, double h, GaussPoint gp, TimeStep tStep) const
virtual void	giveCharacteristicMatrix (FloatMatrix &answer, MatResponseMode mode, GaussPoint gp, TimeStep tStep) const override
FloatMatrixF< 2, 2 >	computeTangent2D (MatResponseMode mode, GaussPoint gp, TimeStep tStep) const
FloatMatrixF< 1, 1 >	computeTangent1D (MatResponseMode mode, GaussPoint gp, TimeStep tStep) const
virtual void	updateInternalState (const FloatArray &state, GaussPoint gp, TimeStep tStep)
virtual double	giveHumidity (GaussPoint *gp, ValueModeType mode) const
int	giveIPValue (FloatArray &answer, GaussPoint gp, InternalStateType type, TimeStep tStep) override
std::unique_ptr< MaterialStatus >	CreateStatus (GaussPoint *gp) const override
Public Member Functions inherited from oofem::Material
	Material (int n, Domain *d)
virtual	~Material ()=default
	Destructor.
virtual bool	isCharacteristicMtrxSymmetric (MatResponseMode rMode) const
virtual void	giveCharacteristicVector (FloatArray &answer, FloatArray &flux, MatResponseMode type, GaussPoint gp, TimeStep tStep) const
	Returns characteristic vector of the receiver.
virtual double	give (int aProperty, GaussPoint *gp) const
virtual bool	hasProperty (int aProperty, GaussPoint *gp) const
virtual void	modifyProperty (int aProperty, double value, GaussPoint *gp)
double	giveCastingTime () const
virtual bool	isActivated (TimeStep *tStep) const
virtual bool	hasMaterialModeCapability (MaterialMode mode) const
virtual int	setIPValue (const FloatArray &value, GaussPoint *gp, InternalStateType type)
void	initializeFrom (InputRecord &ir) override
void	giveInputRecord (DynamicInputRecord &input) override
void	printYourself () override
	Prints receiver state on stdout. Useful for debugging.
virtual void	saveIPContext (DataStream &stream, ContextMode mode, GaussPoint *gp)
virtual void	restoreIPContext (DataStream &stream, ContextMode mode, GaussPoint *gp)
int	checkConsistency () override
virtual void	restoreConsistency (GaussPoint *gp)
virtual int	initMaterial (Element *element)
virtual MaterialStatus *	giveStatus (GaussPoint *gp) const
virtual int	packUnknowns (DataStream &buff, TimeStep tStep, GaussPoint ip)
virtual int	unpackAndUpdateUnknowns (DataStream &buff, TimeStep tStep, GaussPoint ip)
virtual int	estimatePackSize (DataStream &buff, GaussPoint *ip)
virtual double	predictRelativeComputationalCost (GaussPoint *gp)
virtual double	predictRelativeRedistributionCost (GaussPoint *gp)
virtual void	initTempStatus (GaussPoint *gp) const
void	saveContext (DataStream &stream, ContextMode mode) override
void	restoreContext (DataStream &stream, ContextMode mode) override
Public Member Functions inherited from oofem::FEMComponent
	FEMComponent (int n, Domain *d)
virtual	~FEMComponent ()=default
	Virtual destructor.
Domain *	giveDomain () const
virtual void	setDomain (Domain *d)
int	giveNumber () const
void	setNumber (int num)
virtual void	updateLocalNumbering (EntityRenumberingFunctor &f)
virtual void	initializeFrom (InputRecord &ir, int priority)
virtual void	initializeFinish ()
virtual void	postInitialize ()
	Performs post initialization steps. Called after all components are created and initialized.
virtual void	printOutputAt (FILE file, TimeStep tStep)
virtual Interface *	giveInterface (InterfaceType t)
std::string	errorInfo (const char *func) const
	Returns string for prepending output (used by error reporting macros).

Public Attributes
int	hydrationModelType = 0
	Type of hydration model, e.g. exponential curve, Cervera's model.
double	maxModelIntegrationTime = 0.
double	minModelTimeStepIntegrations = 0.
	Minimum number of integration steps for hydration model within a given timeStep.
double	Qpot = 0.
	Potential heat of hydration, for ordinary Portland cement approximately 500 J/g.
double	massCement = 0.
	Mass of cement in kg per 1m3 of concrete.
double	activationEnergy = 0.
	Activation energy of concrete (default 38400 J/mol/K).
double	referenceTemperature = 0.
	Reference temperature for hydration model.
double	relMatAge = 0.
	Relative material age (as "equivalent time") at the time of casting (castingTime), optional parameter.
double	tau = 0.
double	beta = 0.
double	B1 = 0.
double	B2 = 0.
double	eta = 0.
double	DoHInf = 0.
double	DoH1 = 0.
	Optional extension to slag-rich, high-blended cements.
double	P1 =0.
double	wc
	Water/cement ratio and aggregate/cement ratio.
double	ac
double	rhoCem
	Density of cement and aggregates (weighted average from fine and coarse aggregates.
double	rhoAgg
double	Vc0
	Initial volume fraction of cement and water.
double	Vw0
double	VCemSet
	Volume fractions at setting time.
double	VCHSet
double	VGelSet
double	a0
	Average cement particle radius (m).
double	ng
	Number of cement particles in a unit volume.
double	alphaSet
	Degree of hydration for setting time.
double	timeSet
	Time at setting.
double	aSet
	Radius of cement particle at setting time.
double	zSet
	Radius of gel barrier at setting time.
double	alphaCrit
	Degree of hydration at which the gel barrier will be completed.
double	B0
	Basic diffusivity (about 1.1e-11 m2/day for Portland cements).
double	timeToSeconds
	timeToSeconds, =1 when running in seconds (default), =86400 when time in days

Protected Member Functions
double	GivePower (TimeStep tStep, GaussPoint gp, ValueModeType mode) const
double	scaleTemperature (GaussPoint *gp) const
double	affinity25 (double alpha) const
	Return affinity scaled to 25C.
std::unique_ptr< MaterialStatus >	CreateStatus (GaussPoint *gp) const override

Protected Attributes
int	conductivityType
	Use different methods to evaluate material conductivity, capacity, or density.
int	capacityType
int	densityType
double	reinforcementDegree
	Degree of reinforcement, if defined, reinforcement effect for conductivity and capacity is accounted for. Isotropic case.
Protected Attributes inherited from oofem::IsotropicHeatTransferMaterial
ScalarFunction	conductivity
	Conductivity (k in input file).
ScalarFunction	capacity
	Capacity (c in input file).
ScalarFunction	density
	Density (td in input file).
double	maturityT0 = 0.
	Baseline for maturity mathod.
Protected Attributes inherited from oofem::Material
Dictionary	propertyDictionary
double	castingTime
int	preCastingTimeMat
	Material existing before casting time - optional parameter, zero by default.
Protected Attributes inherited from oofem::FEMComponent
int	number
	Component number.
Domain *	domain
	Link to domain object, useful for communicating with other FEM components.

Detailed Description

This class implements various phenomenological and affinity hydration models. No coupling with relative humidity is considered. Heat capacity and thermal conductivity can be set constant or concrete may be treated as a 5-component evolving material.

Definition at line 84 of file hydratingconcretemat.h.

Constructor & Destructor Documentation

◆ HydratingConcreteMat()

oofem::HydratingConcreteMat::HydratingConcreteMat	(	int	n,
		Domain *	d )

Definition at line 44 of file hydratingconcretemat.C.

References oofem::IsotropicHeatTransferMaterial::IsotropicHeatTransferMaterial().

Member Function Documentation

◆ affinity25()

double oofem::HydratingConcreteMat::affinity25 ( double alpha ) const

protected

Return affinity scaled to 25C.

Definition at line 469 of file hydratingconcretemat.C.

References B1, B2, DoH1, DoHInf, eta, P1, and timeToSeconds.

Referenced by GivePower().

◆ computeInternalSourceVector()

void oofem::HydratingConcreteMat::computeInternalSourceVector	(	FloatArray &	val,
		GaussPoint *	gp,
		TimeStep *	tStep,
		ValueModeType	mode ) const

overridevirtual

Computes the internal source vector of receiver.

Parameters

val	Contains response.
gp	Integration point.
tStep	Solution step.
mode	Determines response mode.

Reimplemented from oofem::TransportMaterial.

Definition at line 151 of file hydratingconcretemat.C.

References oofem::FloatArray::at(), GivePower(), OOFEM_ERROR, and oofem::FloatArray::resize().

◆ CreateStatus()

std::unique_ptr< MaterialStatus > oofem::HydratingConcreteMat::CreateStatus ( GaussPoint * gp ) const

overrideprotectedvirtual

Creates new copy of associated status and inserts it into given integration point.

Parameters

gp	Integration point where newly created status will be stored.

Returns: Reference to new status.

Reimplemented from oofem::Material.

Definition at line 273 of file hydratingconcretemat.C.

◆ giveCharacteristicValue()

double oofem::HydratingConcreteMat::giveCharacteristicValue	(	MatResponseMode	mode,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Computes the characteristic value of receiver in given integration point, respecting its history. The algorithm should use temporary or equilibrium history variables stored in integration point status to compute and return required result.

Parameters

mode	Material response mode.
gp	Integration point.
tStep	Time step (most models are able to respond only when tStep is current time step).

Implements oofem::TransportMaterial.

Definition at line 163 of file hydratingconcretemat.C.

References activationEnergy, giveConcreteCapacity(), giveConcreteDensity(), oofem::TransportMaterialStatus::giveField(), oofem::Material::giveStatus(), oofem::TransportMaterialStatus::giveTempField(), and OOFEM_ERROR.

◆ giveClassName()

const char * oofem::HydratingConcreteMat::giveClassName ( ) const

inlineoverridevirtual

Returns: Class name of the receiver.

Implements oofem::FEMComponent.

Definition at line 97 of file hydratingconcretemat.h.

◆ giveConcreteCapacity()

double oofem::HydratingConcreteMat::giveConcreteCapacity	(	GaussPoint *	gp,
		TimeStep *	tStep ) const

virtual

Definition at line 205 of file hydratingconcretemat.C.

References capacityType, OOFEM_ERROR, OOFEM_WARNING, and reinforcementDegree.

Referenced by giveCharacteristicValue(), and oofem::HydratingConcreteMatStatus::printOutputAt().

◆ giveConcreteDensity()

double oofem::HydratingConcreteMat::giveConcreteDensity	(	GaussPoint *	gp,
		TimeStep *	tStep ) const

virtual

Definition at line 228 of file hydratingconcretemat.C.

References densityType, OOFEM_ERROR, OOFEM_WARNING, and reinforcementDegree.

Referenced by giveCharacteristicValue(), and oofem::HydratingConcreteMatStatus::printOutputAt().

◆ giveIPValue()

int oofem::HydratingConcreteMat::giveIPValue	(	FloatArray &	answer,
		GaussPoint *	gp,
		InternalStateType	type,
		TimeStep *	tStep )

overridevirtual

Returns the integration point corresponding value in Reduced form.

Parameters

answer	Contain corresponding ip value, zero sized if not available.
gp	Integration point to which the value refers.
type	Determines the type of internal variable.
tStep	Determines the time step.

Returns: Nonzero if the assignment can be done, zero if this type of variable is not supported.

Reimplemented from oofem::Material.

Definition at line 252 of file hydratingconcretemat.C.

References oofem::FloatArray::at(), oofem::Material::giveStatus(), and oofem::FloatArray::resize().

◆ giveIsotropicConductivity()

double oofem::HydratingConcreteMat::giveIsotropicConductivity	(	GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Reimplemented from oofem::IsotropicHeatTransferMaterial.

Definition at line 181 of file hydratingconcretemat.C.

References conductivityType, oofem::Material::giveStatus(), OOFEM_ERROR, OOFEM_WARNING, and reinforcementDegree.

Referenced by oofem::HydratingConcreteMatStatus::printOutputAt().

◆ GivePower()

double oofem::HydratingConcreteMat::GivePower	(	TimeStep *	tStep,
		GaussPoint *	gp,
		ValueModeType	mode ) const

protected

Definition at line 284 of file hydratingconcretemat.C.

References a0, affinity25(), alphaCrit, alphaSet, aSet, B0, beta, oofem::Material::castingTime, DoHInf, oofem::Material::giveCastingTime(), oofem::TimeStep::giveIntrinsicTime(), oofem::TimeStep::giveNumber(), oofem::Material::giveStatus(), oofem::TimeStep::giveTargetTime(), hydrationModelType, M_PI, massCement, maxModelIntegrationTime, oofem::min(), minModelTimeStepIntegrations, ng, OOFEM_ERROR, Qpot, relMatAge, scaleTemperature(), tau, timeSet, Vc0, VCemSet, VCHSet, VGelSet, wc, and zSet.

Referenced by computeInternalSourceVector().

◆ hasCastingTimeSupport()

bool oofem::HydratingConcreteMat::hasCastingTimeSupport ( ) const

inlineoverridevirtual

Tests if material supports casting time

Returns: Nonzero if supported, zero otherwise.

Reimplemented from oofem::Material.

Definition at line 90 of file hydratingconcretemat.h.

◆ hasInternalSource()

bool oofem::HydratingConcreteMat::hasInternalSource ( ) const

inlineoverridevirtual

Returns nonzero if receiver generates internal source of state variable(s), zero otherwise.

Reimplemented from oofem::TransportMaterial.

Definition at line 89 of file hydratingconcretemat.h.

◆ initializeFrom()

void oofem::HydratingConcreteMat::initializeFrom ( InputRecord & ir )

overridevirtual

Initializes receiver according to object description stored in input record. This function is called immediately after creating object using constructor. Input record can be imagined as data record in component database belonging to receiver. Receiver may use value-name extracting functions to extract particular field from record. Note that initializeFrom may be called mutiple times.

See also: IR_GIVE_FIELD; IR_GIVE_OPTIONAL_FIELD

Parameters

ir	Input record to initialize from.
priority	Priority of the input record. This is used to determine the order of initialization

Reimplemented from oofem::FEMComponent.

Definition at line 47 of file hydratingconcretemat.C.

◆ scaleTemperature()

double oofem::HydratingConcreteMat::scaleTemperature ( GaussPoint * gp ) const

protected

Definition at line 463 of file hydratingconcretemat.C.

References activationEnergy, oofem::Material::giveStatus(), and referenceTemperature.

Referenced by GivePower().

Member Data Documentation

◆ a0

double oofem::HydratingConcreteMat::a0

Average cement particle radius (m).

Definition at line 149 of file hydratingconcretemat.h.

Referenced by GivePower(), and initializeFrom().

◆ ac

double oofem::HydratingConcreteMat::ac

Definition at line 141 of file hydratingconcretemat.h.

Referenced by initializeFrom().

◆ activationEnergy

double oofem::HydratingConcreteMat::activationEnergy = 0.

Activation energy of concrete (default 38400 J/mol/K).

Definition at line 117 of file hydratingconcretemat.h.

Referenced by giveCharacteristicValue(), initializeFrom(), and scaleTemperature().

◆ alphaCrit

double oofem::HydratingConcreteMat::alphaCrit

Degree of hydration at which the gel barrier will be completed.

Definition at line 161 of file hydratingconcretemat.h.

Referenced by GivePower(), and initializeFrom().

◆ alphaSet

double oofem::HydratingConcreteMat::alphaSet

Degree of hydration for setting time.

Definition at line 153 of file hydratingconcretemat.h.

Referenced by GivePower(), and initializeFrom().

◆ aSet

double oofem::HydratingConcreteMat::aSet

Radius of cement particle at setting time.

Definition at line 157 of file hydratingconcretemat.h.

Referenced by GivePower(), and initializeFrom().

◆ B0

double oofem::HydratingConcreteMat::B0

Basic diffusivity (about 1.1e-11 m2/day for Portland cements).

Definition at line 163 of file hydratingconcretemat.h.

Referenced by GivePower(), and initializeFrom().

◆ B1

double oofem::HydratingConcreteMat::B1 = 0.

Parameters for affinity hydration model inspired by Cervera et al. Journal of Engineering Mechanics ASCE, 125(9), 1018-1027, 1999.

Definition at line 133 of file hydratingconcretemat.h.

Referenced by affinity25(), and initializeFrom().

◆ B2

double oofem::HydratingConcreteMat::B2 = 0.

Definition at line 133 of file hydratingconcretemat.h.

Referenced by affinity25(), and initializeFrom().

◆ beta

double oofem::HydratingConcreteMat::beta = 0.

Definition at line 127 of file hydratingconcretemat.h.

Referenced by GivePower(), and initializeFrom().

◆ capacityType

int oofem::HydratingConcreteMat::capacityType

protected

Definition at line 174 of file hydratingconcretemat.h.

Referenced by giveConcreteCapacity(), and initializeFrom().

◆ conductivityType

int oofem::HydratingConcreteMat::conductivityType

protected

Use different methods to evaluate material conductivity, capacity, or density.

Definition at line 174 of file hydratingconcretemat.h.

Referenced by giveIsotropicConductivity(), and initializeFrom().

◆ densityType

int oofem::HydratingConcreteMat::densityType

protected

Definition at line 174 of file hydratingconcretemat.h.

Referenced by giveConcreteDensity(), and initializeFrom().

◆ DoH1

double oofem::HydratingConcreteMat::DoH1 = 0.

Optional extension to slag-rich, high-blended cements.

Definition at line 136 of file hydratingconcretemat.h.

Referenced by affinity25(), and initializeFrom().

◆ DoHInf

double oofem::HydratingConcreteMat::DoHInf = 0.

Definition at line 133 of file hydratingconcretemat.h.

Referenced by affinity25(), GivePower(), and initializeFrom().

◆ eta

double oofem::HydratingConcreteMat::eta = 0.

Definition at line 133 of file hydratingconcretemat.h.

Referenced by affinity25(), and initializeFrom().

◆ hydrationModelType

int oofem::HydratingConcreteMat::hydrationModelType = 0

Type of hydration model, e.g. exponential curve, Cervera's model.

Definition at line 108 of file hydratingconcretemat.h.

Referenced by GivePower(), and initializeFrom().

◆ massCement

double oofem::HydratingConcreteMat::massCement = 0.

Mass of cement in kg per 1m3 of concrete.

Definition at line 115 of file hydratingconcretemat.h.

Referenced by GivePower(), and initializeFrom().

◆ maxModelIntegrationTime

double oofem::HydratingConcreteMat::maxModelIntegrationTime = 0.

Definition at line 109 of file hydratingconcretemat.h.

Referenced by GivePower(), and initializeFrom().

◆ minModelTimeStepIntegrations

double oofem::HydratingConcreteMat::minModelTimeStepIntegrations = 0.

Minimum number of integration steps for hydration model within a given timeStep.

Definition at line 111 of file hydratingconcretemat.h.

Referenced by GivePower(), and initializeFrom().

◆ ng

double oofem::HydratingConcreteMat::ng

Number of cement particles in a unit volume.

Definition at line 151 of file hydratingconcretemat.h.

Referenced by GivePower(), and initializeFrom().

◆ P1

double oofem::HydratingConcreteMat::P1 =0.

Definition at line 136 of file hydratingconcretemat.h.

Referenced by affinity25(), and initializeFrom().

◆ Qpot

double oofem::HydratingConcreteMat::Qpot = 0.

Potential heat of hydration, for ordinary Portland cement approximately 500 J/g.

Definition at line 113 of file hydratingconcretemat.h.

Referenced by GivePower(), and initializeFrom().

◆ referenceTemperature

double oofem::HydratingConcreteMat::referenceTemperature = 0.

Reference temperature for hydration model.

Definition at line 119 of file hydratingconcretemat.h.

Referenced by initializeFrom(), and scaleTemperature().

◆ reinforcementDegree

double oofem::HydratingConcreteMat::reinforcementDegree

protected

Degree of reinforcement, if defined, reinforcement effect for conductivity and capacity is accounted for. Isotropic case.

Definition at line 176 of file hydratingconcretemat.h.

Referenced by giveConcreteCapacity(), giveConcreteDensity(), giveIsotropicConductivity(), and initializeFrom().

◆ relMatAge

double oofem::HydratingConcreteMat::relMatAge = 0.

Relative material age (as "equivalent time") at the time of casting (castingTime), optional parameter.

Parameters for exponential affinity hydration model summarized in A.K. Schindler and K.J. Folliard: Heat of Hydration Models for Cementitious Materials, ACI Materials Journal, 2005.

Definition at line 125 of file hydratingconcretemat.h.

Referenced by GivePower(), and initializeFrom().

◆ rhoAgg

double oofem::HydratingConcreteMat::rhoAgg

Definition at line 143 of file hydratingconcretemat.h.

Referenced by initializeFrom().

◆ rhoCem

double oofem::HydratingConcreteMat::rhoCem

Density of cement and aggregates (weighted average from fine and coarse aggregates.

Definition at line 143 of file hydratingconcretemat.h.

Referenced by initializeFrom().

◆ tau

double oofem::HydratingConcreteMat::tau = 0.

Definition at line 127 of file hydratingconcretemat.h.

Referenced by GivePower(), and initializeFrom().

◆ timeSet

double oofem::HydratingConcreteMat::timeSet

Time at setting.

Definition at line 155 of file hydratingconcretemat.h.

Referenced by GivePower(), and initializeFrom().

◆ timeToSeconds

double oofem::HydratingConcreteMat::timeToSeconds

timeToSeconds, =1 when running in seconds (default), =86400 when time in days

Definition at line 165 of file hydratingconcretemat.h.

Referenced by affinity25(), and initializeFrom().

◆ Vc0

double oofem::HydratingConcreteMat::Vc0

Initial volume fraction of cement and water.

Definition at line 145 of file hydratingconcretemat.h.

Referenced by GivePower(), and initializeFrom().

◆ VCemSet

double oofem::HydratingConcreteMat::VCemSet

Volume fractions at setting time.

Definition at line 147 of file hydratingconcretemat.h.

Referenced by GivePower(), and initializeFrom().

◆ VCHSet

double oofem::HydratingConcreteMat::VCHSet

Definition at line 147 of file hydratingconcretemat.h.

Referenced by GivePower(), and initializeFrom().

◆ VGelSet

double oofem::HydratingConcreteMat::VGelSet

Definition at line 147 of file hydratingconcretemat.h.

Referenced by GivePower(), and initializeFrom().

◆ Vw0

double oofem::HydratingConcreteMat::Vw0

Definition at line 145 of file hydratingconcretemat.h.

Referenced by initializeFrom().

◆ wc

double oofem::HydratingConcreteMat::wc

Water/cement ratio and aggregate/cement ratio.

Parameters for hydration model Saeed Rahimi-Aghdam, Zdeněk P. Bažant, Gianluca Cusatis: Extended Microprestress-Solidification Theory (XMPS) for Long-Term Creep and Diffusion Size Effect in Concrete at Variable Environment, JEM-ASCE, 2019. Appendix A.

Definition at line 141 of file hydratingconcretemat.h.

Referenced by GivePower(), and initializeFrom().

◆ zSet

double oofem::HydratingConcreteMat::zSet

Radius of gel barrier at setting time.

Definition at line 159 of file hydratingconcretemat.h.

Referenced by GivePower(), and initializeFrom().

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

Public Member Functions

Public Attributes

Protected Member Functions

Protected Attributes

Detailed Description

Constructor & Destructor Documentation

◆ HydratingConcreteMat()

Member Function Documentation

◆ affinity25()

◆ computeInternalSourceVector()

◆ CreateStatus()

◆ giveCharacteristicValue()

◆ giveClassName()

◆ giveConcreteCapacity()

◆ giveConcreteDensity()

◆ giveIPValue()

◆ giveIsotropicConductivity()

◆ GivePower()

◆ hasCastingTimeSupport()

◆ hasInternalSource()

◆ initializeFrom()

◆ scaleTemperature()

Member Data Documentation

◆ a0

◆ ac

◆ activationEnergy

◆ alphaCrit

◆ alphaSet

◆ aSet

◆ B0

◆ B1

◆ B2

◆ beta

◆ capacityType

◆ conductivityType

◆ densityType

◆ DoH1

◆ DoHInf

◆ eta

◆ hydrationModelType

◆ massCement

◆ maxModelIntegrationTime

◆ minModelTimeStepIntegrations

◆ ng

◆ P1

◆ Qpot

◆ referenceTemperature

◆ reinforcementDegree

◆ relMatAge

◆ rhoAgg

◆ rhoCem

◆ tau

◆ timeSet

◆ timeToSeconds

◆ Vc0

◆ VCemSet

◆ VCHSet

◆ VGelSet

◆ Vw0

◆ wc

◆ zSet