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OOFEM 3.0
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Go to the source code of this file.
Classes | |
| class | oofem::mem_fun< T > |
| class | oofem::c_fun |
Namespaces | |
| namespace | oofem |
Macros | |
| #define | M_PI 3.1415926535897932384626433832795029L |
| #define | M_LN2 0.6931471805599453094172321214581766L |
| #define | MATHFEM_C 0.38196601 |
| #define | MATHFEM_R ( 1 - MATHFEM_C ) |
| #define | MATHFEM_BRENT_MAXITER 100 |
Functions | |
| int | oofem::min (int i, int j) |
| Returns smaller value from two given decimals. | |
| long | oofem::min (long i, long j) |
| Returns smaller value from two given long decimals. | |
| unsigned long | oofem::min (unsigned long i, unsigned long j) |
| Returns smaller value from two given long decimals. | |
| double | oofem::min (double i, double j) |
| Returns smaller value from two given floats. | |
| int | oofem::max (int i, int j) |
| Returns bigger value form two given decimals. | |
| double | oofem::clamp (int a, int lower, int upper) |
| Returns the clamped value of a between upper and lower. | |
| long | oofem::max (long i, long j) |
| Returns bigger value form two given long decimals. | |
| double | oofem::max (double i, double j) |
| Returns bigger value form two given floats. | |
| double | oofem::clamp (double a, double lower, double upper) |
| Returns the clamped value of a between upper and lower. | |
| double | oofem::sgn (double i) |
| Returns the signum of given value (if value is < 0 returns -1, otherwise returns 1). | |
| double | oofem::signum (double i) |
| Returns the signum of given value (i = 0 returns 0, i < 0 returns -1, i > 0 returns 1). | |
| bool | oofem::isnan (double x) |
| double | oofem::cbrt (double x) |
| Returns the cubic root of x. | |
| double | oofem::sqr (double x) |
| double | oofem::macbra (double x) |
| Returns the positive part of given float. | |
| double | oofem::negbra (double x) |
| Returns the negative part of given float. | |
| void | oofem::cubic (double a, double b, double c, double d, double *r1, double *r2, double *r3, int *num) |
| void | oofem::cubic3r (double a, double b, double c, double d, double *r1, double *r2, double *r3, int *num) |
| int | oofem::iperm (int val, int rank) |
| template<class T> | |
| double | oofem::gss (double ax, double bx, double cx, const T &f, double tol, double &xmin) |
| template<class T> | |
| double | oofem::brent (double ax, double bx, double cx, const T &f, double tol, double &xmin) |
| void | oofem::ls2fit (const FloatArray &x, const FloatArray &y, FloatArray &a) |
| #define M_LN2 0.6931471805599453094172321214581766L |
Definition at line 55 of file mathfem.h.
Referenced by oofem::OctreeSpatialLocalizerT< T > *::giveCellDepth().
| #define M_PI 3.1415926535897932384626433832795029L |
Definition at line 52 of file mathfem.h.
Referenced by oofem::CemhydMatStatus::AnalyticHomogenizationConcrete(), oofem::EnrichmentItem::calcPolarCoord(), oofem::FRCFCMNL::computeAngleBetweenVectors(), oofem::WeakPeriodicBoundaryCondition::computeBaseFunctionValue1D(), oofem::FRCFCM::computeCrackFibreAngle(), oofem::FRCFCM::computeCrackSpacing(), oofem::FRCFCM::computeD2ModulusForCrack(), oofem::MisesMatNl::computeDistanceModifier(), oofem::NonlocalMaterialExtensionInterface::computeDistanceModifier(), oofem::XfemStructuralElementInterface::computeEffectiveSveSize(), oofem::SurfaceTensionBoundaryCondition::computeLoadVectorFromElement(), oofem::MDM::computeLocalDamageTensor(), oofem::FRCFCMNL::computeNonlocalStressInFibers(), oofem::StructuralMaterial::computePrincipalValues(), oofem::FRCFCM::computeStressInFibersInCracked(), oofem::SurfaceTensionBoundaryCondition::computeTangentFromElement(), oofem::ConcreteDPM2::computeTempKappa(), oofem::BondLink3d::computeVolumeAround(), oofem::LatticeLink3d::computeVolumeAround(), oofem::PrescribedDispSlipBCNeumannRC::computeWeightMatrix(), csgpolygon_cylinder(), csgpolygon_sphere(), oofem::cubic3r(), oofem::NURBSPlaneStressElement::drawScalar(), oofem::FRCFCM::estimateD2ModulusForCrack(), oofem::Parser::get_token(), oofem::LayeredCrossSection::give2dPlateStiffMtrx(), oofem::CohesiveInterfaceMaterial::give3dStiffnessMatrix_Eng(), oofem::Element::giveCharacteristicLengthForAxisymmElements(), oofem::FRCFCM::giveCrackingModulus(), oofem::CohesiveInterfaceMaterial::giveEngTraction_3d(), oofem::LayeredCrossSection::giveFirstPKStress_3d(), oofem::LayeredCrossSection::giveGeneralizedStress_Plate(), oofem::LayeredCrossSection::giveGeneralizedStress_Shell(), oofem::Circle::giveGlobalCoordinates(), oofem::NonlocalMaterialExtensionInterface::giveIntegralOfWeightFunction(), oofem::LayeredCrossSection::giveIPValue(), oofem::Beam3d::giveLocalCoordinateSystem(), oofem::PrescribedGradientBCWeak::giveMirroredPointOnGammaMinus(), oofem::PrescribedGradientBCWeak::giveMirroredPointOnGammaPlus(), oofem::TR_SHELL11::GivePitch(), oofem::TrPlaneStrRot::GivePitch(), oofem::HydratingConcreteMat::GivePower(), oofem::LayeredCrossSection::giveRealStress_3d(), oofem::LayeredCrossSection::giveRealStress_3dDegeneratedShell(), oofem::LayeredCrossSection::giveStiffnessMatrix_3d(), oofem::LayeredCrossSection::giveStiffnessMatrix_dPdF_3d(), Printer::handleG1Command(), oofem::IsotropicDamageMaterial1::initDamaged(), oofem::MDM::initializeData(), oofem::FRCFCM::initializeFrom(), oofem::HydratingConcreteMat::initializeFrom(), oofem::PrescribedDispSlipBCNeumannRC::integrateTangentBStressSteel(), oofem::PrescribedDispSlipBCNeumannRC::integrateTangentRStressSteel(), oofem::FRCFCM::maxShearStress(), oofem::ConcreteDPM2::performRegularReturn(), oofem::ConcreteDPM::performRegularReturn(), oofem::PLCrackPrescribedDir::propagateInterface(), oofem::PLHoopStressCirc::propagateInterface(), oofem::PLPrincipalStrain::propagateInterface(), oofem::CemhydMatStatus::rand3d(), and oofem::NlDEIDynamic::solveYourselfAt().
| #define MATHFEM_BRENT_MAXITER 100 |
Definition at line 172 of file mathfem.h.
Referenced by oofem::brent().
| #define MATHFEM_C 0.38196601 |
Definition at line 170 of file mathfem.h.
Referenced by oofem::brent(), and oofem::gss().
| #define MATHFEM_R ( 1 - MATHFEM_C ) |
Definition at line 171 of file mathfem.h.
Referenced by oofem::gss().