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BHoM Lusas Object Relations
Peter Nugent edited this page Mar 27, 2020
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19 revisions
The following outlines what BHoM type that corresponds to each of the Lusas types supported
BHoM type | Lusas type | Notes | Implementation |
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Bar | Line | Default is a ThickBeam |
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Node | Point |
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MeshFace | NotSupported |
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FeMesh | NotSupported |
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RigidLink | NotImplemented |
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PanelPlanar | Surface |
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BHoM type | Lusas type | Notes | Implementation |
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Material | Isotropic Material | See material type for more details |
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ISectionProperty | Geomtric Line |
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SurfaceProperty | Geometric Surface |
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LinkConstraint | NotImplemented |
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When a material is pushed to Lusas, a generic Isotropic Material will be created irrespective of the type provided. When the material object is pulled from Lusas, the type will default to Steel.
BHoM Type | Lusas Type | Notes | Implementation |
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RectangleProfile | Rectanglular Sections - Solid |
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BoxProfile | Rectangular Sections - Hollow Equal Thickness |
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FabricatedBoxProfile | Rectangular Sections - Hollow Unequal Thickness | 1. Lusas does not support different flange thicknesses. When pushing the top flange thickness is used as the flange thickness. 2. Lusas does not support a weld size, assumed to be the inner radius. |
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CircleProfile | Circular Sections - Solid |
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TubeProfile | Circular Sections - Hollow |
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IProfile | I Sections - Equal Flanges |
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TProfile | TSection |
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GeneralisedTProfile | NotSupported |
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FabricatedIProfile | I Sections - Unequal Flanges | Lusas does not support a weld size, assumed to be the root radius. |
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AngleProfile | L Sections - Single |
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ChannelProfile | C Sections - Unlipped | 1. Channel section implemented through section by profile 2.Toe radius not supported by Lusas |
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ZProfile | Z Sections - Unlipped | 1. Unequal flange thickness is not supported by Lusas, the flange thickness is used as the thickness when pushed. 2. Toe radius is not supported by Lusas. |
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GeneralisedFabricatedBoxProfile | NotSupported |
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FreeformProfile | NotImplemented |
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KiteProfile | NotSupported |
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BHoM Type | Lusas Type | Notes | Implementation |
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SteelSection | GeometricLine |
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ConcreteSection | GeometricLine |
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TimberSection | GeometricLine |
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AluminiumSection | GeometricLine |
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GenericSection | GeometricLine |
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BHoM Type | Lusas Type | Notes | Implementation |
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Loadcase | Load case |
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LoadCombinations | Load Combination |
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GravityLoad | Body Force |
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PointForce | Concentrated Load |
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PointDisplacement | Prescribed Displacement | This can be applied to lines and surfaces in Lusas, if pulled this will return an error |
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PointAcceleration | Not Implemented |
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PointVelocity | Not Implemented |
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BarUniformlyDistributedLoad | Global Distributed - Per unit Length | If the LoadAxis is Local, then Local Distributed - Line is used |
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BarVaryingDistributedLoad | Internal Beam Distributed | Will create one load per each non-zero component in the Force Vector and the same for the Moment vector |
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BarPointLoad | Internal Beam Point |
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BarPrestressLoad | NotImplemented |
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BarTemperatureLoad | Temperature | Only uniform temperature supported |
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AreaUniformalyDistributedLoad | Global Distributed - per unit area | If the LoadAxis is local, then Local Distributed - Area is used |
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AreaTemperatureLoad | Temperature | Only uniform temperature supported |
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BHoM Type | Lusas Type | Default Axis | Notes | Implementation |
---|---|---|---|---|
NodeReaction | Reaction - Nodal | Global |
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NodeDisplacement | Displacement - Nodal | Global |
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BarForce | Force/Moment - Thick 3D Beam | Local |
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BarDeformation | Displacement - Feature Extreme | Local |
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BarStress | Stress - Thick 3D Beam | Local |
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BarStrain | Strain- Thick 3D Beam | Local |
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MeshDisplacement | Displacement - Feature Extreme | - |
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MeshForce | Force/Moment - Thick Shell | - |
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MeshStress | Stress - Thick Shell | - |
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MeshVonMises | Various | - |
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GlobalReactions | NotImplemented | Global |
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ModalDynamics | NotImplemented | - |
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