Table of Contents

Enum AnalysisId

Namespace
HyperX.Types
Assembly
HyperX.Types.dll
public enum AnalysisId
Extension Methods

Fields

[Display(Name = "Beam Buckling Column Plane 1I1")] BeamBucklingColumnPlane1I1 = 25
[Display(Name = "Beam Buckling Column Plane 1wTSFI1")] BeamBucklingColumnPlane1wTSFI1 = 26
[Display(Name = "Beam Buckling Column Plane 2I2")] BeamBucklingColumnPlane2I2 = 27
[Display(Name = "Beam Buckling Column Plane Min I min")] BeamBucklingColumnPlaneMinImin = 28
[Display(Name = "Beam Buckling Cylindrical Axial and Bending NASA SP8007")] BeamBucklingCylindricalAxialandBendingNASASP8007 = 34
[Display(Name = "Beam Buckling Cylindrical Axial and Bending Rayleigh Ritz")] BeamBucklingCylindricalAxialandBendingRayleighRitz = 33
[Display(Name = "Beam Buckling Lateral")] BeamBucklingLateral = 30
[Display(Name = "Beam Buckling Lateral Torsional")] BeamBucklingLateralTorsional = 31
[Display(Name = "Beam Buckling User Defined 1")] BeamBucklingUserDefined1 = 38
[Display(Name = "Beam Buckling User Defined 2")] BeamBucklingUserDefined2 = 39
[Display(Name = "Bearing Bypass (ultimate)")] BearingBypassUltimate = 357
[Display(Name = "Bearing - Composite (ultimate)")] BearingOnlyComposite = 362
[Display(Name = "Center Deflection Limit")] CenterDeflectionLimit = 62
[Display(Name = "Composite Strength Flatwise Tension")] CompositeStrengthFlatwiseTension = 204
[Display(Name = "Composite Strength Hashin FiberFailure")] CompositeStrengthHashinFiberFailure = 146
[Display(Name = "Composite Strength Hashin Matrix Cracking")] CompositeStrengthHashinMatrixCracking = 145
[Display(Name = "Composite Strength Hoffman Interaction")] CompositeStrengthHoffmanInteraction = 144
[Display(Name = "Composite Strength Interlaminar Shear")] CompositeStrengthInterlaminarShear = 203
[Display(Name = "Composite Strength Interlaminar Shear Kick")] CompositeStrengthInterlaminarShearKick = 153
[Display(Name = "Composite Strength LaRC03 Fiber Failure")] CompositeStrengthLaRC03FiberFailure = 148
[Display(Name = "Composite Strength LaRC03 Matrix Cracking")] CompositeStrengthLaRC03MatrixCracking = 147
[Display(Name = "Composite Strength Laminate Compression After Impact CAI")] CompositeStrengthLaminateCompressionAfterImpactCAI = 222
[Display(Name = "Composite Strength Laminate Compression BVID")] CompositeStrengthLaminateCompressionBVID = 225
[Display(Name = "Composite Strength Laminate Compression Filled Hole FHC")] CompositeStrengthLaminateCompressionFilledHoleFHC = 224
[Display(Name = "Composite Strength Laminate Compression Open Hole OHC")] CompositeStrengthLaminateCompressionOpenHoleOHC = 223
[Display(Name = "Composite Strength Laminate Compression Pristine")] CompositeStrengthLaminateCompressionPristine = 221
[Display(Name = "Composite Strength Laminate Shear After Impact SAI")] CompositeStrengthLaminateShearAfterImpactSAI = 231
[Display(Name = "Composite Strength Laminate Shear Pristine")] CompositeStrengthLaminateShearPristine = 230
[Display(Name = "Composite Strength Laminate Tension After Impact TAI")] CompositeStrengthLaminateTensionAfterImpactTAI = 227
[Display(Name = "Composite Strength Laminate Tension Filled Hole FHT")] CompositeStrengthLaminateTensionFilledHoleFHT = 229
[Display(Name = "Composite Strength Laminate Tension Open Hole OHT")] CompositeStrengthLaminateTensionOpenHoleOHT = 228
[Display(Name = "Composite Strength Laminate Tension Pristine")] CompositeStrengthLaminateTensionPristine = 226
[Display(Name = "Composite Strength Max Strain 12 Direction")] CompositeStrengthMaxStrain12Direction = 137
[Display(Name = "Composite Strength Max Strain 1 Direction")] CompositeStrengthMaxStrain1Direction = 135
[Display(Name = "Composite Strength Max Strain 2 Direction")] CompositeStrengthMaxStrain2Direction = 136
[Display(Name = "Composite Strength Max Stress 12 Direction")] CompositeStrengthMaxStress12Direction = 140
[Display(Name = "Composite Strength Max Stress 1 Direction")] CompositeStrengthMaxStress1Direction = 138
[Display(Name = "Composite Strength Max Stress 2 Direction")] CompositeStrengthMaxStress2Direction = 139
[Display(Name = "Composite Strength Open Hole Compression OHC Max Strain 1 Direction")] CompositeStrengthOpenHoleCompressionOHCMaxStrain1Direction = 152
[Display(Name = "Composite Strength Open Hole Tension OHT Max Strain 1 Direction")] CompositeStrengthOpenHoleTensionOHTMaxStrain1Direction = 151
[Display(Name = "Composite Strength Puck 2d Fiber Fracture")] CompositeStrengthPuck2dFiberFracture = 155
[Display(Name = "Composite Strength Puck 2d Inter-Fiber Fracture")] CompositeStrengthPuck2dInterFiberFracture = 154
[Display(Name = "Composite Strength Puck3d Fiber Fracture")] CompositeStrengthPuck3dFiberFracture = 157
[Display(Name = "Composite Strength Puck3d Inter-Fiber Fracture")] CompositeStrengthPuck3dInterFiberFracture = 156
[Display(Name = "Composite Strength Tsai Hahn Interaction")] CompositeStrengthTsaiHahnInteraction = 143
[Display(Name = "Composite Strength Tsai Hill Interaction")] CompositeStrengthTsaiHillInteraction = 141
[Display(Name = "Composite Strength Tsai Wu Interaction")] CompositeStrengthTsaiWuInteraction = 142
[Display(Name = "Composite Strength Tsai Wu Strain Laminate Allowables")] CompositeStrengthTsaiWuStrainLaminateAllowables = 150
[Display(Name = "Composite Strength Tsai Wu Strain Ply Allowables")] CompositeStrengthTsaiWuStrainPlyAllowables = 149
[Display(Name = "Composite Strength User Defined 1")] CompositeStrengthUserDefined1 = 158
[Display(Name = "Composite Strength User Defined 2")] CompositeStrengthUserDefined2 = 159
[Display(Name = "Crippling Buckling interaction Johnson Euler")] CripplingBucklinginteractionJohnsonEuler = 53
[Display(Name = "Crippling Composite method MilHdbk173E including Dij")] CripplingCompositemethodMilHdbk173EincludingDij = 52
[Display(Name = "Crippling Forced Compression Crippling Interaction")] CripplingForcedCompressionCripplingInteraction = 55
[Display(Name = "Crippling Forced Diagonal Tension")] CripplingForcedDiagonalTension = 54
[Display(Name = "Crippling Isotropic method LTV formed and extruded sections")] CripplingIsotropicmethodLTVformedandextrudedsections = 51
[Display(Name = "Crippling Isotropic method Niu formed and extruded sections")] CripplingIsotropicmethodNiuformedandextrudedsections = 50
[Display(Name = "Crippling User Defined 1")] CripplingUserDefined1 = 58
[Display(Name = "Crippling User Defined 2")] CripplingUserDefined2 = 59
[Display(Name = "Crushing Concentrated Load")] CrushingConcentratedLoad = 100
[Display(Name = "Crushing Flexural Bending Load")] CrushingFlexuralBendingLoad = 101
[Display(Name = "Crushing Joint Support Load")] CrushingJointSupportLoad = 102
[Display(Name = "Curvature Limit")] CurvatureLimit = 61
[Display(Name = "Frequency Limit Object local")] FrequencyLimitObjectlocal = 66
[Display(Name = "Frequency Limit Panel or Beam")] FrequencyLimitPanelorBeam = 65
[Display(Name = "Geometry Rule 1 Stiffener Flange Width to Flange Thickness Ratio Min")] GeometryRule1StiffenerFlangeWidthtoFlangeThicknessRatioMin = 67
[Display(Name = "Geometry Rule 2 Stiffener Flange Width to Stiffener Height Ratio Min")] GeometryRule2StiffenerFlangeWidthtoStiffenerHeightRatioMin = 68
[Display(Name = "Geometry Rule 3 Stiffener Web Thickness to Flange Thickness Ratio Min")] GeometryRule3StiffenerWebThicknesstoFlangeThicknessRatioMin = 69
[Display(Name = "Geometry Rule 40 Panel Width to Stiffener Spacing Min of stiffeners")] GeometryRule40PanelWidthtoStiffenerSpacingMinofstiffeners = 72
[Display(Name = "Geometry Rule 41 Stiffener to Skin Area Ratio Min Max")] GeometryRule41StiffenertoSkinAreaRatioMinMax = 73
[Display(Name = "Geometry Rule 42 Stiffener EI Slenderness Ratio Min")] GeometryRule42StiffenerEISlendernessRatioMin = 74
[Display(Name = "Geometry Rule 4 Stiffener Web Height to Web Thickness Ratio Max")] GeometryRule4StiffenerWebHeighttoWebThicknessRatioMax = 70
[Display(Name = "Geometry Rule 5 Panel Height Max")] GeometryRule5PanelHeightMax = 71
[Display(Name = "Geometry Rule 71 Stiffener All Laminates Thickness to Hole Diameter Ratio Min Max Repair Angle")] GeometryRule71StiffenerAllLaminatesThicknesstoHoleDiameterRatioMinMaxRepairAngle = 216
[Display(Name = "Geometry Rule 72 Stiffener Web Repair Thickness to Hole Diameter Ratio Max Repair Angle")] GeometryRule72StiffenerWebRepairThicknesstoHoleDiameterRatioMaxRepairAngle = 217
[Display(Name = "Geometry Rule 73 Stiffener Skin Flange Repair Thickness to Hole Ratio Max Repair Angle")] GeometryRule73StiffenerSkinFlangeRepairThicknesstoHoleRatioMaxRepairAngle = 218
[Display(Name = "Geometry Rule 74 Stiffener Height Min Repair Angle")] GeometryRule74StiffenerHeightMinRepairAngle = 219
[Display(Name = "Geometry Rule 75 Stiffener Flange Width Min Repair Angle")] GeometryRule75StiffenerFlangeWidthMinRepairAngle = 220
[Display(Name = "Intracell Dimpling XY Interaction")] IntracellDimplingXYInteraction = 94
[Display(Name = "Isotropic Strength Longitudinal Direction")] IsotropicStrengthLongitudinalDirection = 110
[Display(Name = "Isotropic Strength Max Principal Stress Criterion")] IsotropicStrengthMaxPrincipalStressCriterion = 115
[Display(Name = "Isotropic Strength Max Shear Criterion")] IsotropicStrengthMaxShearCriterion = 114
[Display(Name = "Isotropic Strength Naca 2661 Max Shear Stress")] IsotropicStrengthNaca2661MaxShearStress = 116
[Display(Name = "Isotropic Strength Shear Direction")] IsotropicStrengthShearDirection = 112
[Display(Name = "Isotropic Strength Transverse Direction")] IsotropicStrengthTransverseDirection = 111
[Display(Name = "Isotropic Strength Ultimate Max Principal Stress Criterion")] IsotropicStrengthUltimateMaxPrincipalStressCriterion = 315
[Display(Name = "Isotropic Strength Von Mises-Hill Interaction Yield Criterion")] IsotropicStrengthVonMisesHillInteractionYieldCriterion = 113
[Display(Name = "Isotropic Strength Von Mises Interaction Yield Criterion")] IsotropicStrengthVonMisesInteractionYieldCriterion = 316
[Display(Name = "Joint Bolted Single Hole BJSFM Bearing Only")] JointBoltedSingleHoleBJSFMBearingOnly = 191
[Display(Name = "Joint Bolted Single Hole BJSFM Bypass Only")] JointBoltedSingleHoleBJSFMBypassOnly = 192
[Display(Name = "Joint Bolted Single Hole BJSFM loaded and far field")] JointBoltedSingleHoleBJSFMloadedandfarfield = 190
[Display(Name = "Joint Bolted Single Hole Bearing Isotropic Allowable")] JointBoltedSingleHoleBearingIsotropicAllowable = 193
[Display(Name = "Joint Bolted User Defined 1")] JointBoltedUserDefined1 = 198
[Display(Name = "Joint Bolted User Defined 2")] JointBoltedUserDefined2 = 199
[Display(Name = "Joint Bonded Adhesive Longitudinal Transverse Shear Strain")] JointBondedAdhesiveLongitudinalTransverseShearStrain = 180
[Display(Name = "Joint Bonded Adhesive Longitudinal Transverse Shear Stress")] JointBondedAdhesiveLongitudinalTransverseShearStress = 179
[Display(Name = "Joint Bonded Adhesive Maximum Principal Stress")] JointBondedAdhesiveMaximumPrincipalStress = 177
[Display(Name = "Joint Bonded Adhesive Peel Dominated")] JointBondedAdhesivePeelDominated = 175
[Display(Name = "Joint Bonded Adhesive Peel Longitudinal Transverse Shear")] JointBondedAdhesivePeelLongitudinalTransverseShear = 178
[Display(Name = "Joint Bonded Adhesive Von Mises Strain")] JointBondedAdhesiveVonMisesStrain = 176
[Display(Name = "Joint Bonded Delamination Peel Dominated")] JointBondedDelaminationPeelDominated = 164
[Display(Name = "Joint Bonded Delamination Peel Longitudinal Transverse Shear")] JointBondedDelaminationPeelLongitudinalTransverseShear = 173
[Display(Name = "Joint Bonded Delamination Peel Longitudinal Transverse Shear Axial and Transverse")] JointBondedDelaminationPeelLongitudinalTransverseShearAxialandTransverse = 174
[Display(Name = "Joint Bonded Delamination Peel and Transverse Shear 1")] JointBondedDelaminationPeelandTransverseShear1 = 165
[Display(Name = "Joint Bonded Delamination Peel and Transverse Shear 2")] JointBondedDelaminationPeelandTransverseShear2 = 166
[Display(Name = "Joint Bonded Delamination Propagation Mode I")] JointBondedDelaminationPropagationModeI = 181
[Display(Name = "Joint Bonded Delamination Propagation Mode II")] JointBondedDelaminationPropagationModeII = 182
[Display(Name = "Joint Bonded Delamination Propogation BK criterion")] JointBondedDelaminationPropogationBKcriterion = 184
[Display(Name = "Joint Bonded Delamination Propogation Power Law")] JointBondedDelaminationPropogationPowerLaw = 183
[Display(Name = "Joint Bonded Delamination Tong Peel Transverse Shear Axial 1")] JointBondedDelaminationTongPeelTransverseShearAxial1 = 167
[Display(Name = "Joint Bonded Delamination Tong Peel Transverse Shear Axial 2")] JointBondedDelaminationTongPeelTransverseShearAxial2 = 168
[Display(Name = "Joint Bonded Delamination Tong Peel Transverse Shear Axial 3")] JointBondedDelaminationTongPeelTransverseShearAxial3 = 169
[Display(Name = "Joint Bonded Delamination Tong Peel Transverse Shear Axial 4")] JointBondedDelaminationTongPeelTransverseShearAxial4 = 170
[Display(Name = "Joint Bonded Delamination Tong Peel Transverse Shear Axial 5")] JointBondedDelaminationTongPeelTransverseShearAxial5 = 171
[Display(Name = "Joint Bonded Delamination Tong Peel Transverse Shear Axial 6")] JointBondedDelaminationTongPeelTransverseShearAxial6 = 172
[Display(Name = "Joint Bonded Edge Delamination")] JointBondedEdgeDelamination = 161
[Display(Name = "Joint Bonded Edge Delamination Onset")] JointBondedEdgeDelaminationOnset = 160
[Display(Name = "Joint Bonded FractureMax Stress or Strain 1 direction")] JointBondedFractureMaxStressorStrain1direction = 163
[Display(Name = "Joint Bonded Fracture Principal Transverse")] JointBondedFracturePrincipalTransverse = 162
[Display(Name = "Joint Bonded Limits Of Applicability")] JointBondedLimitsOfApplicability = 185
[Display(Name = "Joint Web Interaction")] JointWebInteraction = 212
[Display(Name = "Joint Web Normal Compressionor Pulloff")] JointWebNormalCompressionorPulloff = 210
[Display(Name = "Joint Web Shear")] JointWebShear = 211
[Display(Name = "Local Buckling Crippling Interaction")] LocalBucklingCripplingInteraction = 45
[Display(Name = "Local Buckling Interaction")] LocalBucklingInteraction = 43
[Display(Name = "Local Buckling Inter rivet")] LocalBucklingInterrivet = 44
[Display(Name = "Local Buckling Longitudinal Direction")] LocalBucklingLongitudinalDirection = 40
[Display(Name = "Local Buckling Shear Direction")] LocalBucklingShearDirection = 42
[Display(Name = "Local Buckling Shear ermanent Deformation")] LocalBucklingShearPermanentDeformation = 47
[Display(Name = "Local Buckling Spacing Span Skin Biaxial with Interaction")] LocalBucklingSpacingSpanSkinBiaxialwInteraction = 46
[Display(Name = "Bearing - Metal (ultimate)")] MSbearingUltimate = 344
[Display(Name = "Bearing - Metal (yield)")] MSbearingYield = 343
[Display(Name = "Bending only (linear)")] MSbendingOnlyLinear = 349
[Display(Name = "Bending only (plastic)")] MSbendingOnlyPlastic = 358
[Display(Name = "Bolt thread shear (ultimate)")] MSboltThreadShearUltimate = 348
[Display(Name = "Combined t/b (linear)")] MScombinedTBLinear = 360
[Display(Name = "Combined t/b (plastic)")] MScombinedTBPlastic = 361
[Display(Name = "Combined t/s")] MScombinedTS = 359
[Display(Name = "Combined t/s/b (linear)")] MScombinedTSBlinear = 337
[Display(Name = "Combined t/s/b (plastic)")] MScombinedTSBplastic = 338
[Display(Name = "Hoop tension (ultimate)")] MShoopTensionUltimate = 347
[Display(Name = "Hoop tension (yield)")] MShoopTensionYield = 346
[Display(Name = "Insert external thread shear (ultimate)")] MSinsertExternalThreadShearUltimate = 341
[Display(Name = "Insert internal thread shear (ultimate)")] MSinsertInternalThreadShearUltimate = 340
[Display(Name = "Joint separation")] MSjointSeparation = 333
[Display(Name = "Joint slip (ultimate)")] MSjointSlipUltimate = 334
[Display(Name = "Nut thread shear (ultimate)")] MSnutThreadShearUltimate = 339
[Display(Name = "Shear only (ultimate)")] MSshearOnlyUltimate = 336
[Display(Name = "Shear only (yield)")] MSshearOnlyYield = 335
[Display(Name = "Shearout (ultimate)")] MSshearoutUltimate = 345
[Display(Name = "Tension only (ultimate)")] MStensionOnlyUltimate = 331
[Display(Name = "Tension only (yield)")] MStensionOnlyYield = 330
[Display(Name = "Micromechanics Max Strain 1st Subcell")] MicromechanicsMaxStrain1stSubcell = 121
[Display(Name = "Micromechanics Max Strain All Unit Cell")] MicromechanicsMaxStrainAllUnitCell = 129
[Display(Name = "Micromechanics Max Strain Average Unit Cell")] MicromechanicsMaxStrainAverageUnitCell = 125
[Display(Name = "Micromechanics Max Stress 1st Subcell")] MicromechanicsMaxStress1stSubcell = 120
[Display(Name = "Micromechanics Max Stress All Unit Cell")] MicromechanicsMaxStressAllUnitCell = 128
[Display(Name = "Micromechanics Max Stress Average Unit Cell")] MicromechanicsMaxStressAverageUnitCell = 124
[Display(Name = "Micromechanics SIFT 1st Subcell")] MicromechanicsSIFT1stSubcell = 123
[Display(Name = "Micromechanics SIFT All Unit Cell")] MicromechanicsSIFTAllUnitCell = 131
[Display(Name = "Micromechanics SIFT Average Unit Cell")] MicromechanicsSIFTAverageUnitCell = 127
[Display(Name = "Micromechanics Tsai Hill 1st Subcell")] MicromechanicsTsaiHill1stSubcell = 122
[Display(Name = "Micromechanics Tsai Hill Average Unit Cell")] MicromechanicsTsaiHillAverageUnitCell = 126
[Display(Name = "Micromechanics Tsai Hill Interaction All Unit Cell")] MicromechanicsTsaiHillInteractionAllUnitCell = 130
[Display(Name = "Panel Buckling Curved or Flat All BC")] PanelBucklingCurvedorFlatAllBC = 11
[Display(Name = "Panel Buckling CurvedorFlat All BC with TSF Transverse Shear Flexibility")] PanelBucklingCurvedorFlatAllBCwTSFTransverseShearFlexibility = 12
[Display(Name = "Panel Buckling Curved or Flat NASA SP8007 Method")] PanelBucklingCurvedorFlatNASASP8007Method = 18
[Display(Name = "Panel Buckling Flat Simple BCL Column with Transverse Shear Flexibility")] PanelBucklingFlatSimpleBCLColumnwTransverseShearFlexibility = 13
[Display(Name = "Panel Buckling Flat Simple BC Shear")] PanelBucklingFlatSimpleBCShear = 3
[Display(Name = "Panel Buckling Flat Simple BC Shear with TSF Transverse Shear Flexibility")] PanelBucklingFlatSimpleBCShearwTSFTransverseShearFlexibility = 8
[Display(Name = "Panel Buckling Flat Simple BC Symmetric Uniaxial or Biaxial with Shear Interaction")] PanelBucklingFlatSimpleBCSymmUniaxialorBiaxialwShearInteraction = 4
[Display(Name = "Panel Buckling Flat Simple BC Symmetric Uniaxial or Biaxial with TSF transverse shear flexibility")] PanelBucklingFlatSimpleBCSymmUniaxialorBiaxialwTSFtransverseshearflexibility = 6
[Display(Name = "Panel Buckling Flat Simple BC Symmetric Uniaxial or Biaxial")] PanelBucklingFlatSimpleBCSymmetricUniaxialorBiaxial = 1
[Display(Name = "Panel Buckling Flat Simple BCT Column on Translational Springs")] PanelBucklingFlatSimpleBCTColumnonTranslationalSprings = 14
[Display(Name = "Panel Buckling Flat Simple BC Uniaxial or Biaxial")] PanelBucklingFlatSimpleBCUniaxialorBiaxial = 2
[Display(Name = "Panel Buckling Flat Simple BC Uniaxial or Biaxial with Shear Interaction")] PanelBucklingFlatSimpleBCUniaxialorBiaxialwShearInteraction = 5
[Display(Name = "Panel Buckling Flat Simple BC Uniaxial or Biaxial with TSF")] PanelBucklingFlatSimpleBCUniaxialorBiaxialwTSF = 7
[Display(Name = "Panel Buckling Flat Simple BC Uniaxial or Biaxial with TSF Shear Interaction")] PanelBucklingFlatSimpleBCUniaxialorBiaxialwTSFShearInteraction = 9
[Display(Name = "Panel Buckling Sandwich with TSF")] PanelBucklingSandwichwTSF = 10
[Display(Name = "Panel Buckling User Defined 1")] PanelBucklingUserDefined1 = 23
[Display(Name = "Panel Buckling User Defined 2")] PanelBucklingUserDefined2 = 24
[Display(Name = "Prevent Rivet Shear Failure Ultimate")] PreventRivetShearFailureUltimate = 354
[Display(Name = "Prevent Rivet Shear Failure Yield")] PreventRivetShearFailureYield = 353
[Display(Name = "Prevent Tension Load Limit")] PreventTensionLoadLimit = 356
[Display(Name = "Prevent Tension Load Ultimate")] PreventTensionLoadUltimate = 355
[Display(Name = "Progressive Failure Alternative Method")] ProgressiveFailureAlternativeMethod = 202
[Display(Name = "Progressive Failure Inverse ABD Trace Method")] ProgressiveFailureInverseABDTraceMethod = 201
[Display(Name = "Rivet Shear Strength")] RivetShearStrength = 352
[Display(Name = "Sandwich Core User Defined 1")] SandwichCoreUserDefined1 = 208
[Display(Name = "Sandwich CoreUser Defined 2")] SandwichCoreUserDefined2 = 209
[Display(Name = "Sandwich Face User Defined 1")] SandwichFaceUserDefined1 = 99
[Display(Name = "Sandwich Flatwise Tension")] SandwichFlatwiseTension = 103
[Display(Name = "Sandwich Flatwise Tension with Interlaminar Shear Interaction")] SandwichFlatwiseTensionwInterlaminarShearInteraction = 104
[Display(Name = "Shear Crimping Min Principal Stress Hexcel")] ShearCrimpingMinPrincipalStressHexcel = 106
[Display(Name = "Shear Crimping Min XY Hexcel")] ShearCrimpingMinXYHexcel = 105
[Display(Name = "Shear Strength Interaction Quadratic Basic")] ShearStrengthInteractionQuadraticBasic = 109
[Display(Name = "Shear Strength X Longitudinal direction Hexcel")] ShearStrengthXLongitudinaldirectionHexcel = 107
[Display(Name = "Shear Strength Y Transverse direction Hexcel")] ShearStrengthYTransversedirectionHexcel = 108
[Display(Name = "Static Joint Strength Ultimate")] StaticJointStrengthUltimate = 351
[Display(Name = "Static Joint Strength Yield")] StaticJointStrengthYield = 350
[Display(Name = "Stiffener Buckling Flexural Torsional Argyris")] StiffenerBucklingFlexuralTorsionalArgyris = 16
[Display(Name = "Stiffener Buckling Flexural Torsional Levy")] StiffenerBucklingFlexuralTorsionalLevy = 17
[Display(Name = "Stiffener Buckling Hat Scissor")] StiffenerBucklingHatScissor = 15
[Display(Name = "Stiffness Requirement Bending")] StiffnessRequirementBending = 64
[Display(Name = "Stiffness Requirement Membrane")] StiffnessRequirementMembrane = 63
[Display(Name = "Strain Limit")] StrainLimit = 60
[Display(Name = "Thermal Protection System Cryogenic Lower Temperature Limit")] ThermalProtectionSystemCryogenicLowerTemperatureLimit = 78
[Display(Name = "Thermal Protection System Material Multiple Use Temperature Limit")] ThermalProtectionSystemMaterialMultipleUseTemperatureLimit = 77
[Display(Name = "Thermal Protection System Material Single Use Temperature Limit")] ThermalProtectionSystemMaterialSingleUseTemperatureLimit = 76
[Display(Name = "Thermal Protection System Structure Temperature Limit")] ThermalProtectionSystemStructureTemperatureLimit = 75
[Display(Name = "UNKNOWN")] UNKNOWN = 0
[Display(Name = "Wrinkling Eqn1 Isotropic or Honeycomb Core XY Interaction")] WrinklingEqn1IsotropicorHoneycombCoreXYInteraction = 90
[Display(Name = "Wrinkling Eqn2 Honeycomb Core XY Interaction")] WrinklingEqn2HoneycombCoreXYInteraction = 91
[Display(Name = "Wrinkling Vins on Honeycomb XY Interaction")] WrinklingVinsonHoneycombXYInteraction = 92