|
| enum | HyperX.Solver.Api.BeamLoadReference {
HyperX.Solver.Api.CenterTop
, HyperX.Solver.Api.CenterCenter
, HyperX.Solver.Api.CenterBottom
, HyperX.Solver.Api.LeftTop
,
HyperX.Solver.Api.LeftCenter
, HyperX.Solver.Api.LeftBottom
, HyperX.Solver.Api.RightTop
, HyperX.Solver.Api.RightCenter
,
HyperX.Solver.Api.RightBottom
, HyperX.Solver.Api.NeutralAxis
} |
| enum | HyperX.Solver.Api.CorrectionType {
HyperX.Solver.Api.Invalid = 0
, HyperX.Solver.Api.Correction1 = 1
, HyperX.Solver.Api.Correction2 = 2
, HyperX.Solver.Api.Correction3 = 8
,
HyperX.Solver.Api.Correction4 = 9
, HyperX.Solver.Api.Correction5 = 7
, HyperX.Solver.Api.Correction6 = 4
, HyperX.Solver.Api.Correction7 = 3
,
HyperX.Solver.Api.Correction8 = 5
, HyperX.Solver.Api.Correction9 = 6
} |
| enum | HyperX.Solver.Api.CriterionCategory {
HyperX.Solver.Api.None
, HyperX.Solver.Api.Strength
, HyperX.Solver.Api.Buckling
, HyperX.Solver.Api.Crippling
,
HyperX.Solver.Api.Stiffness
, HyperX.Solver.Api.Temperature
, HyperX.Solver.Api.Deformation
, HyperX.Solver.Api.Frequency
,
HyperX.Solver.Api.Geometry
} |
| enum | HyperX.Solver.Api.CriterionPriority { HyperX.Solver.Api.LongRunning = -1
, HyperX.Solver.Api.Default = 0
, HyperX.Solver.Api.Screening = 1
} |
| enum | HyperX.Solver.Api.CriterionScope { HyperX.Solver.Api.ConceptBased
, HyperX.Solver.Api.ObjectBased
} |
| enum | HyperX.Solver.Api.CurvatureDirection {
HyperX.Solver.Api.InternalX = +1
, HyperX.Solver.Api.ExternalX = -1
, HyperX.Solver.Api.InternalY = +2
, HyperX.Solver.Api.ExternalY = -2
,
HyperX.Solver.Api.None = 0
} |
| enum | HyperX.Solver.Api.DiscreteFieldDataType { HyperX.Solver.Api.Unknown = 0
, HyperX.Solver.Api.Vector = 1
, HyperX.Solver.Api.Double = 2
, HyperX.Solver.Api.Text = 3
} |
| | Defines the type of data stored in the cell of a discrete field table. More...
|
| enum | HyperX.Solver.Api.DiscreteFieldEntityType {
HyperX.Solver.Api.Unknown = 0
, HyperX.Solver.Api.Element = 1
, HyperX.Solver.Api.Zone = 2
, HyperX.Solver.Api.Joint = 3
,
HyperX.Solver.Api.Grid = 4
, HyperX.Solver.Api.SectionCut = 5
, HyperX.Solver.Api.Solid = 6
, HyperX.Solver.Api.Point = 7
} |
| | Represents the physical entity type contained in a discrete field (e.g. zone, element, point, etc.). More...
|
| enum | HyperX.Solver.Api.ElementType { HyperX.Solver.Api.Shell = 0
, HyperX.Solver.Api.Beam = 1
} |
| enum | HyperX.Solver.Api.EntityType { HyperX.Solver.Api.Unknown = 0
, HyperX.Solver.Api.Zone = 1
} |
| | Analysis entity type. Entity ID is unique within an entity type. More...
|
| enum | HyperX.Solver.Api.InterpolationStatus { HyperX.Solver.Api.Success = 0
, HyperX.Solver.Api.Failed = 1
, HyperX.Solver.Api.Bounds = 2
} |
| enum | HyperX.Solver.Api.LaminateAllowableMethod {
HyperX.Solver.Api.None = 0
, HyperX.Solver.Api.AML = 1
, HyperX.Solver.Api.Percent0 = 2
, HyperX.Solver.Api.Percent45 = 3
,
HyperX.Solver.Api.Polynomial = 999
, HyperX.Solver.Api.BypassStress = 4
} |
| enum | HyperX.Solver.Api.LaminateAllowableProperty {
HyperX.Solver.Api.None = 0
, HyperX.Solver.Api.StrainTensionPristine = 1
, HyperX.Solver.Api.StrainCompressionPristine = 2
, HyperX.Solver.Api.StrainShearPristine = 3
,
HyperX.Solver.Api.StrainTensionOHT = 4
, HyperX.Solver.Api.StrainCompressionOHC = 5
, HyperX.Solver.Api.StressBearing = 6
, HyperX.Solver.Api.StrainCompressionCAI = 9
,
HyperX.Solver.Api.StrainCompressionFHC = 10
, HyperX.Solver.Api.StrainCompressionBVID = 11
, HyperX.Solver.Api.StrainTensionTAI = 12
, HyperX.Solver.Api.StrainTensionFHT = 13
,
HyperX.Solver.Api.StrainShearSAI = 14
, HyperX.Solver.Api.StressPullThrough = 15
, HyperX.Solver.Api.StressBearingBypass = 16
, HyperX.Solver.Api.StressBypass = 17
} |
| enum | HyperX.Solver.Api.LimitUltimate { HyperX.Solver.Api.Limit
, HyperX.Solver.Api.Ultimate
} |
| enum | HyperX.Solver.Api.LoadCaseType { HyperX.Solver.Api.Static
, HyperX.Solver.Api.Fatigue
} |
| enum | HyperX.Solver.Api.LoadProcessingTechnique {
HyperX.Solver.Api.ElementBased
, HyperX.Solver.Api.NeighborAveraging
, HyperX.Solver.Api.Peak
, HyperX.Solver.Api.Average
,
HyperX.Solver.Api.Statistical
, HyperX.Solver.Api.UserFeaLoads
} |
| enum | HyperX.Solver.Api.LoadScenarioType { HyperX.Solver.Api.Strength
, HyperX.Solver.Api.Buckling
} |
| | Design-to loads may be processed one way for strength analysis, and a different way for buckling analysis. Criteria are able to specify which load scenario type(s) they are valid for. More...
|
| enum | HyperX.Solver.Api.MaterialTca { HyperX.Solver.Api.Tension
, HyperX.Solver.Api.Compression
, HyperX.Solver.Api.Average
} |
| | Material properties may be given as tension, compression, or averaged. More...
|
| enum | HyperX.Solver.Api.MaterialType {
HyperX.Solver.Api.Foam
, HyperX.Solver.Api.Honeycomb
, HyperX.Solver.Api.Isotropic
, HyperX.Solver.Api.Orthotropic
,
HyperX.Solver.Api.EffectiveLaminate
, HyperX.Solver.Api.DiscreteLaminate
} |
| enum | HyperX.Solver.Api.MechanicalFactorType { HyperX.Solver.Api.None
, HyperX.Solver.Api.Limit
, HyperX.Solver.Api.Ultimate
} |
| enum | HyperX.Solver.Api.ObjectCategories {
HyperX.Solver.Api.None = 0
, HyperX.Solver.Api.Facesheet = 1 << 0
, HyperX.Solver.Api.Flange = 1 << 1
, HyperX.Solver.Api.Web = 1 << 2
,
HyperX.Solver.Api.Attached = 1 << 3
, HyperX.Solver.Api.Bonded = 1 << 4
, HyperX.Solver.Api.Fastened = 1 << 5
, HyperX.Solver.Api.OneSided = 1 << 6
,
HyperX.Solver.Api.TwoSided = 1 << 7
, HyperX.Solver.Api.Capped = 1 << 8
, HyperX.Solver.Api.Core = 1 << 9
, HyperX.Solver.Api.Stiffener = 1 << 10
,
HyperX.Solver.Api.BondedCombo = 1 << 11
, HyperX.Solver.Api.SpacingSpan = 1 << 12
, HyperX.Solver.Api.CorrugatedSpan = 1 << 13
} |
| | Common categories an object might fall into. Associate an object with one or more of these types in the blueprint to allow more HyperX analysis to run on it without knowing about that blueprint specifically. More...
|
| enum | HyperX.Solver.Api.PanelLoadReference {
HyperX.Solver.Api.Top
, HyperX.Solver.Api.TopFacesheetMidplane
, HyperX.Solver.Api.Midplane
, HyperX.Solver.Api.BottomFacesheetMidplane
,
HyperX.Solver.Api.Bottom
} |
| | Applied load reference plane for panels. More...
|
| enum | HyperX.Solver.Api.PlySurface { HyperX.Solver.Api.Top
, HyperX.Solver.Api.Middle
, HyperX.Solver.Api.Bottom
} |
| enum | HyperX.Solver.Api.RepresentationType { HyperX.Solver.Api.Plate
, HyperX.Solver.Api.Beam
} |
| | Ways a portion of structure can be represented for analysis. More...
|
| enum | HyperX.Solver.Api.SampleCalcDataType {
HyperX.Solver.Api.Text = 0
, HyperX.Solver.Api.Integer
, HyperX.Solver.Api.OptionalInteger
, HyperX.Solver.Api.Double
,
HyperX.Solver.Api.OptionalDouble
, HyperX.Solver.Api.Boolean
, HyperX.Solver.Api.Selection
, HyperX.Solver.Api.Margin
} |
| enum | HyperX.Solver.Api.SettingDataType {
HyperX.Solver.Api.Text
, HyperX.Solver.Api.Integer
, HyperX.Solver.Api.OptionalInteger
, HyperX.Solver.Api.Double
,
HyperX.Solver.Api.OptionalDouble
, HyperX.Solver.Api.Boolean
, HyperX.Solver.Api.Selection
, HyperX.Solver.Api.OptionalMaterial
} |
| enum | HyperX.Solver.Api.SettingMaterialType {
HyperX.Solver.Api.None = 0
, HyperX.Solver.Api.Isotropic = 1 << 0
, HyperX.Solver.Api.Orthotropic = 1 << 1
, HyperX.Solver.Api.DiscreteLaminate = 1 << 2
,
HyperX.Solver.Api.EffectiveLaminate = 1 << 3
, HyperX.Solver.Api.Honeycomb = 1 << 4
, HyperX.Solver.Api.Foam = 1 << 5
} |
| enum | HyperX.Solver.Api.ThermalFactorType { HyperX.Solver.Api.None
, HyperX.Solver.Api.Hurt
, HyperX.Solver.Api.Help
} |
| enum | HyperX.Solver.Api.Unit {
HyperX.Solver.Api.None
, HyperX.Solver.Api.Mass
, HyperX.Solver.Api.Distance
, HyperX.Solver.Api.Area
,
HyperX.Solver.Api.UnitForce
, HyperX.Solver.Api.Force
, HyperX.Solver.Api.UnitMoment
, HyperX.Solver.Api.Moment
,
HyperX.Solver.Api.Temperature
, HyperX.Solver.Api.Stress
, HyperX.Solver.Api.Strain
, HyperX.Solver.Api.Margin
,
HyperX.Solver.Api.Angle
, HyperX.Solver.Api.ATerm
, HyperX.Solver.Api.BTerm
, HyperX.Solver.Api.DTerm
,
HyperX.Solver.Api.InverseDTerm
, HyperX.Solver.Api.EA
, HyperX.Solver.Api.I
, HyperX.Solver.Api.EI
,
HyperX.Solver.Api.J
, HyperX.Solver.Api.GJ
, HyperX.Solver.Api.Curvature
, HyperX.Solver.Api.Gamma
} |