void TrabBoneNL :: giveInputRecord(DynamicInputRecord &input) { TrabBoneMaterial :: giveInputRecord(input); input.setField(this->R, _IFT_TrabBoneNL_r); input.setField(this->mParam, _IFT_TrabBoneNL_m); }
void TrabBoneNL3D :: giveInputRecord(DynamicInputRecord &input) { TrabBone3D :: giveInputRecord(input); input.setField(this->R, _IFT_TrabBoneNL3D_r); input.setField(this->mParam, _IFT_TrabBoneNL3D_m); }
void SolutionbasedShapeFunction :: setLoads(EngngModel *myEngngModel, int d) { DynamicInputRecord ir; FloatArray gradP; gradP.resize( this->giveDomain()->giveNumberOfSpatialDimensions() ); gradP.zero(); gradP.at(d) = 1.0; ir.setRecordKeywordField("deadweight", 1); ir.setField(gradP, _IFT_Load_components); ir.setField(1, _IFT_GeneralBoundaryCondition_timeFunct); int bcID = myEngngModel->giveDomain(1)->giveNumberOfBoundaryConditions() + 1; GeneralBoundaryCondition *myBodyLoad; myBodyLoad = classFactory.createBoundaryCondition( "deadweight", bcID, myEngngModel->giveDomain(1) ); myBodyLoad->initializeFrom(& ir); myEngngModel->giveDomain(1)->setBoundaryCondition(bcID, myBodyLoad); for ( int i = 1; i <= myEngngModel->giveDomain(1)->giveNumberOfElements(); i++ ) { IntArray *blArray; blArray = myEngngModel->giveDomain(1)->giveElement(i)->giveBodyLoadArray(); blArray->resizeWithValues(blArray->giveSize() + 1); blArray->at( blArray->giveSize() ) = bcID; } }
void PrescribedGradientBCPeriodic :: giveInputRecord(DynamicInputRecord &input) { ActiveBoundaryCondition :: giveInputRecord(input); PrescribedGradientHomogenization :: giveInputRecord(input); input.setField(this->masterSet, _IFT_PrescribedGradientBCPeriodic_masterSet); input.setField(this->jump, _IFT_PrescribedGradientBCPeriodic_jump); }
void RotatingBoundary :: giveInputRecord(DynamicInputRecord &input) { GeneralBoundaryCondition :: giveInputRecord(input); input.setField(this->axis, _IFT_RotatingBoundary_axis); input.setField(this->center, _IFT_RotatingBoundary_center); }
void NonlinearFluidMaterial :: giveInputRecord(DynamicInputRecord &input) { FluidDynamicMaterial :: giveInputRecord(input); input.setField(this->viscosity, _IFT_NonlinearFluidMaterial_mu); input.setField(this->alpha, _IFT_NonlinearFluidMaterial_alpha); input.setField(this->c, _IFT_NonlinearFluidMaterial_C); }
void PLCrackPrescribedDir :: giveInputRecord(DynamicInputRecord &input) { int number = 1; input.setRecordKeywordField(this->giveInputRecordName(), number); input.setField(mAngle , _IFT_PLCrackPrescribedDir_Dir); input.setField(mIncrementLength , _IFT_PLCrackPrescribedDir_IncLength); }
void TutorialMaterial :: giveInputRecord(DynamicInputRecord &ir) { StructuralMaterial :: giveInputRecord(ir); D.giveInputRecord(ir); ir.setField(this->sig0, _IFT_TutorialMaterial_yieldstress); ir.setField(this->H, _IFT_TutorialMaterial_hardeningmoduli); }
void AbaqusUserMaterial :: giveInputRecord(DynamicInputRecord &input) { StructuralMaterial :: giveInputRecord(input); input.setField(this->numState, _IFT_AbaqusUserMaterial_numState); input.setField(this->properties, _IFT_AbaqusUserMaterial_properties); input.setField(this->filename, _IFT_AbaqusUserMaterial_userMaterial); input.setField(std::string(this->cmname), _IFT_AbaqusUserMaterial_name); }
void SimpleInterfaceMaterial :: giveInputRecord(DynamicInputRecord &input) { StructuralMaterial :: giveInputRecord(input); input.setField(this->kn, _IFT_SimpleInterfaceMaterial_kn); input.setField(this->frictCoeff, _IFT_SimpleInterfaceMaterial_frictCoeff); input.setField(this->stiffCoeff, _IFT_SimpleInterfaceMaterial_stiffCoeff); input.setField(this->normalClearance, _IFT_SimpleInterfaceMaterial_normalClearance); }
void PLMaterialForce :: giveInputRecord(DynamicInputRecord &input) { int number = 1; input.setRecordKeywordField(this->giveInputRecordName(), number); input.setField(mRadius, _IFT_PLMaterialForce_Radius); input.setField(mIncrementLength, _IFT_PLMaterialForce_IncLength); input.setField(mCrackPropThreshold, _IFT_PLMaterialForce_CrackPropThreshold); }
void CohesiveInterfaceMaterial :: giveInputRecord(DynamicInputRecord &input) { StructuralInterfaceMaterial :: giveInputRecord(input); input.setField(this->kn, _IFT_CohesiveInterfaceMaterial_kn); input.setField(this->ks, _IFT_CohesiveInterfaceMaterial_ks); input.setField(this->stiffCoeffKn, _IFT_CohesiveInterfaceMaterial_stiffCoeffKn); input.setField(this->stiffCoeffKn, _IFT_CohesiveInterfaceMaterial_transitionopening); }
void IntMatCoulombContact :: giveInputRecord(DynamicInputRecord &input) { StructuralInterfaceMaterial :: giveInputRecord(input); input.setField(this->kn, _IFT_IntMatCoulombContact_kn); input.setField(this->frictCoeff, _IFT_IntMatCoulombContact_frictCoeff); input.setField(this->stiffCoeff, _IFT_IntMatCoulombContact_stiffCoeff); input.setField(this->normalClearance, _IFT_IntMatCoulombContact_normalClearance); }
void TransportGradientPeriodic :: giveInputRecord(DynamicInputRecord &input) { ActiveBoundaryCondition :: giveInputRecord(input); //PrescribedGradientHomogenization :: giveInputRecord(input); input.setField(this->mGradient, _IFT_TransportGradientPeriodic_gradient); input.setField(this->mCenterCoord, _IFT_TransportGradientPeriodic_centerCoords); input.setField(this->masterSet, _IFT_TransportGradientPeriodic_masterSet); input.setField(this->jump, _IFT_TransportGradientPeriodic_jump); }
void IsotropicLinearElasticMaterial :: giveInputRecord(DynamicInputRecord &input) { this->LinearElasticMaterial :: giveInputRecord(input); StructuralMaterial :: giveInputRecord(input); input.setField(this->E, _IFT_IsotropicLinearElasticMaterial_e); input.setField(this->nu, _IFT_IsotropicLinearElasticMaterial_n); input.setField(this->propertyDictionary->at(tAlpha), _IFT_IsotropicLinearElasticMaterial_talpha); }
void StructuralFE2Material :: giveInputRecord(DynamicInputRecord &input) { StructuralMaterial :: giveInputRecord(input); input.setField(this->inputfile, _IFT_StructuralFE2Material_fileName); if ( useNumTangent ) { input.setField(_IFT_StructuralFE2Material_useNumericalTangent); } }
void BoundaryLoad :: giveInputRecord(DynamicInputRecord &input) { Load :: giveInputRecord(input); input.setField(this->nDofs, _IFT_BoundaryLoad_ndofs); input.setField(this->lType, _IFT_BoundaryLoad_loadtype); input.setField(this->coordSystemType, _IFT_BoundaryLoad_cstype); input.setField(this->propertyDictionary, _IFT_BoundaryLoad_properties); input.setField(this->propertyTimeFunctDictionary, _IFT_BoundaryLoad_propertyTimeFunctions); }
void XfemManager :: giveInputRecord(DynamicInputRecord &input) { input.setRecordKeywordField(_IFT_XfemManager_Name, 1); input.setField(numberOfEnrichmentItems, _IFT_XfemManager_numberOfEnrichmentItems); input.setField(mNumGpPerTri, _IFT_XfemManager_numberOfGpPerTri); input.setField(doVTKExport, _IFT_XfemManager_VTKExport); input.setField(vtkExportFields, _IFT_XfemManager_VTKExportFields); if ( mDebugVTK ) { input.setField(1, _IFT_XfemManager_debugVTK); } }
void BondCEBMaterial :: giveInputRecord(DynamicInputRecord &input) { StructuralMaterial :: giveInputRecord(input); input.setField(this->kn, _IFT_BondCEBMaterial_kn); input.setField(this->ks, _IFT_BondCEBMaterial_ks); input.setField(this->s1, _IFT_BondCEBMaterial_s1); input.setField(this->s2, _IFT_BondCEBMaterial_s2); input.setField(this->s3, _IFT_BondCEBMaterial_s3); input.setField(this->taumax, _IFT_BondCEBMaterial_taumax); }
void IntMatIsoDamage :: giveInputRecord(DynamicInputRecord &input) { StructuralInterfaceMaterial :: giveInputRecord(input); input.setField(this->kn, _IFT_IntMatIsoDamage_kn); input.setField(this->ks, _IFT_IntMatIsoDamage_ks); input.setField(this->ft, _IFT_IntMatIsoDamage_ft); input.setField(this->gf, _IFT_IntMatIsoDamage_gf); input.setField(this->maxOmega, _IFT_IntMatIsoDamage_maxOmega); }
void OrthotropicLinearElasticMaterial :: giveInputRecord(DynamicInputRecord &input) { Material :: giveInputRecord(input); input.setField(propertyDictionary.at(Ex), _IFT_OrthotropicLinearElasticMaterial_ex); input.setField(propertyDictionary.at(Ey), _IFT_OrthotropicLinearElasticMaterial_ey); input.setField(propertyDictionary.at(Ez), _IFT_OrthotropicLinearElasticMaterial_ez); input.setField(propertyDictionary.at(NYyz), _IFT_OrthotropicLinearElasticMaterial_nyyz); input.setField(propertyDictionary.at(NYxz), _IFT_OrthotropicLinearElasticMaterial_nyxz); input.setField(propertyDictionary.at(NYxy), _IFT_OrthotropicLinearElasticMaterial_nyxy); input.setField(propertyDictionary.at(Gyz), _IFT_OrthotropicLinearElasticMaterial_gyz); input.setField(propertyDictionary.at(Gxz), _IFT_OrthotropicLinearElasticMaterial_gxz); input.setField(propertyDictionary.at(Gxy), _IFT_OrthotropicLinearElasticMaterial_gxy); input.setField(propertyDictionary.at(tAlphax), _IFT_OrthotropicLinearElasticMaterial_talphax); input.setField(propertyDictionary.at(tAlphay), _IFT_OrthotropicLinearElasticMaterial_talphay); input.setField(propertyDictionary.at(tAlphaz), _IFT_OrthotropicLinearElasticMaterial_talphaz); ///@todo Should add optional arguments: // _IFT_OrthotropicLinearElasticMaterial_lcs // _IFT_OrthotropicLinearElasticMaterial_scs }
void IsoInterfaceDamageMaterial :: giveInputRecord(DynamicInputRecord &input) { StructuralMaterial :: giveInputRecord(input); input.setField(this->kn, _IFT_IsoInterfaceDamageMaterial_kn); input.setField(this->ks, _IFT_IsoInterfaceDamageMaterial_ks); input.setField(this->ft, _IFT_IsoInterfaceDamageMaterial_ft); input.setField(this->gf, _IFT_IsoInterfaceDamageMaterial_gf); input.setField(this->maxOmega, _IFT_IsoInterfaceDamageMaterial_maxOmega); input.setField(this->tempDillatCoeff, _IFT_IsoInterfaceDamageMaterial_talpha); }
void PLHoopStressCirc :: giveInputRecord(DynamicInputRecord &input) { int number = 1; input.setRecordKeywordField(this->giveInputRecordName(), number); input.setField(mRadius, _IFT_PLHoopStressCirc_Radius); input.setField(mAngleInc, _IFT_PLHoopStressCirc_AngleInc); input.setField(mIncrementLength, _IFT_PLHoopStressCirc_IncLength); input.setField(mHoopStressThreshold, _IFT_PLHoopStressCirc_HoopStressThreshold); if ( mUseRadialBasisFunc ) { input.setField(1, _IFT_PLHoopStressCirc_RadialBasisFunc); } }
void AnisotropicLinearElasticMaterial :: giveInputRecord(DynamicInputRecord &input) { Material :: giveInputRecord(input); FloatArray stiffness(21); int k = 1; for ( int i = 1; i <= 6; i++ ) { for ( int j = i; j <= 6; j++ ) { stiffness.at(k++) = stiffmat.at(i, j); } } input.setField(stiffness, _IFT_AnisotropicLinearElasticMaterial_stiff); input.setField(alpha, _IFT_AnisotropicLinearElasticMaterial_talpha); }
void MisesMatNl :: giveInputRecord(DynamicInputRecord &input) { StructuralMaterial :: giveInputRecord(input); StructuralNonlocalMaterialExtensionInterface :: giveInputRecord(input); input.setField(averType, _IFT_MisesMatNl_averagingtype); if ( averType == 2 || averType == 3 ) { input.setField(exponent, _IFT_MisesMatNl_exp); } if ( averType >= 2 && averType <= 5 ) { input.setField(Rf, _IFT_MisesMatNl_rf); } }
void PLnodeRadius :: giveInputRecord(DynamicInputRecord &input) { int number = 1; input.setRecordKeywordField(this->giveInputRecordName(), number); input.setField(mRadius, _IFT_PLnodeRadius_Radius); }
void FluidCrossSection :: giveInputRecord(DynamicInputRecord &input) { CrossSection :: giveInputRecord(input); input.setField(this->matNumber, _IFT_FluidCrossSection_material); }
void XfemStructureManager :: giveInputRecord(DynamicInputRecord &input) { XfemManager :: giveInputRecord(input); if ( mSplitCracks ) { input.setField(1, _IFT_XfemStructureManager_splitCracks); } input.setField(mMinCrackLength, _IFT_XfemStructureManager_minCrackLength); input.setField(mCrackMergeTol, _IFT_XfemStructureManager_crackMergeTol); if( mNonstandardCz ) { input.setField(1, _IFT_XfemStructureManager_nonstandardCZ); } }
void Delamination :: appendInputRecords(DynamicDataReader &oDR) { ///@todo almost everything is copied from EnrichmentItem :: giveInputRecord, should be written in a better way DynamicInputRecord *eiRec = new DynamicInputRecord(); FEMComponent :: giveInputRecord(* eiRec); eiRec->setField(mEnrFrontIndex, _IFT_EnrichmentItem_front); eiRec->setField(mPropLawIndex, _IFT_EnrichmentItem_propagationlaw); // Delamination specific records eiRec->setField(this->interfaceNum, _IFT_Delamination_interfacenum); eiRec->setField(this->crossSectionNum, _IFT_Delamination_csnum); eiRec->setField(this->matNum, _IFT_Delamination_CohesiveZoneMaterial); oDR.insertInputRecord(DataReader :: IR_enrichItemRec, eiRec); // Enrichment function DynamicInputRecord *efRec = new DynamicInputRecord(); mpEnrichmentFunc->giveInputRecord(* efRec); oDR.insertInputRecord(DataReader :: IR_enrichFuncRec, efRec); // Enrichment domain DynamicInputRecord *edRec = new DynamicInputRecord(); mpEnrichmentDomain->giveInputRecord(* edRec); oDR.insertInputRecord(DataReader :: IR_geoRec, edRec); // Enrichment front if ( mEnrFrontIndex != 0 ) { DynamicInputRecord *efrRecStart = new DynamicInputRecord(); mpEnrichmentFrontStart->giveInputRecord(* efrRecStart); oDR.insertInputRecord(DataReader :: IR_enrichFrontRec, efrRecStart); DynamicInputRecord *efrRecEnd = new DynamicInputRecord(); mpEnrichmentFrontEnd->giveInputRecord(* efrRecEnd); oDR.insertInputRecord(DataReader :: IR_enrichFrontRec, efrRecEnd); } if ( mPropLawIndex != 0 ) { // Propagation law DynamicInputRecord *plRec = new DynamicInputRecord(); this->mpPropagationLaw->giveInputRecord(* plRec); oDR.insertInputRecord(DataReader :: IR_propagationLawRec, plRec); } }
void CohesiveInterfaceMaterial :: giveInputRecord(DynamicInputRecord &input) { StructuralMaterial :: giveInputRecord(input); //input.setField(this->tempDillatCoeff, _IFT_CohesiveInterfaceMaterial_temperatureDillationCoeff); input.setField(this->kn, _IFT_IsoInterfaceDamageMaterial_kn); input.setField(this->ks, _IFT_IsoInterfaceDamageMaterial_ks); }