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Model Class |
Namespace: Karamba.Models
The Model type exposes the following members.
Name | Description | |
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![]() | Model |
create a new, empty model
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![]() | Model(ListNode, ListFemMaterial, ListCroSec, ListModelElement, ListPointLoad, ListPointMass, ListMeshLoad, ListElementLoad, ListSupport, ListElemSet, DictionaryInt32, GravityLoad, ItemSelector, IdManager, Int32) |
create a model based on some input
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Name | Description | |
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![]() | BoundingBox |
calculate the bounding box of the model
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![]() | element_selector | selector for getting elements based in their identifier |
![]() | febmodel | C++-model connected to the C#-model |
![]() | IsValid |
true if the model is valid
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![]() | Meshes | Get collection of shell meshes. |
![]() | numLC |
number of load-cases in the model
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![]() | result_type | Type of model-case currently attached to the model |
![]() | superimpFacsDisplacements | superimposition factors for displacements |
![]() | superimpFacsStates | superimposition factors for stresses and cross section forces |
Name | Description | |
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![]() | add |
Adds a vertex to the model and returns its index
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![]() | buildFEModel |
builds the fe-model from the karamba-model.
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![]() | buildFEModel(Int32, Boolean) |
Build finite element model from given geometry with a minimum of _lc_number load cases.
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![]() | characteristicLength | calculates approximate maximum distance of two points in the model |
![]() | check_loadcase_index |
check whether there are results available for the model and a specific load-case and throw an exception in case there are none
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![]() | check_results_availability |
check whether there are results available for the model and throw an exception in case there are none
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![]() | clearLoads | Clear all loads |
![]() | Clone |
shallow clone the model
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![]() | cloneElements |
clone the model's elements. Must be done before changing them in order to avoid side-effects
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![]() | cloneMaterialList |
clone the model's materials. Must be done before changing them in order to avoid side-effects
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![]() | cloneNodes |
clone the model's nodes. Must be done before changing them in order to avoid side-effects
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![]() | clonePointLoads |
clone the model's point-loads. Must be done before changing them in order to avoid side-effects
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![]() | cloneSupportPosition |
clone the model's supports. Must be done before changing them in order to avoid side-effects
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![]() | cloneVertexPosition |
clone the model's vertex positions. Must be done before changing them in order to avoid side-effects
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![]() | createFemBeam(String) |
create FemBeam and RawBeam from beam identification string:
add CrossSection and element load information
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![]() | createFemBeam(Int32, ListInt32) |
create GrassBeam and ModelBeam from beam index number:
add CrossSection, Material and element load information
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![]() | crosec_ind | maps cross section guids to crosec indexes |
![]() | deepCloneFEModel |
deep clone the C++-model
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![]() | Disassemble |
disassemble the model and ouput its parts
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![]() | displacementsReady |
true if model displacements have been calculated
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![]() | elementsByID |
returns list of elements that correspond to the given ids
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![]() | Equals | Determines whether the specified object is equal to the current object. (Inherited from Object.) |
![]() | fe2model |
update the model with data from the fe-model. Both models may be out of sync
after mappings were performed on the fe-model.
Has to be called before displaying the model or retrieving results
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![]() | fe2model_update_NII |
update the NII forces based on the fe-model
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![]() | femodelWasMapped |
gets called when a mapping was applied to the fe-model and the model needs an update
before display
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![]() | Finalize | Allows an object to try to free resources and perform other cleanup operations before it is reclaimed by garbage collection. (Inherited from Object.) |
![]() | fitForCalculation |
returns true if the model can be calculated
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![]() | fitForCalculationMsg |
returns message why model can not be calculated
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![]() | forcesReady |
true if forces in the model have been calculated
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![]() | GetHashCode | Serves as the default hash function. (Inherited from Object.) |
![]() | GetType | Gets the Type of the current instance. (Inherited from Object.) |
![]() | id_num |
return the element's identification number for anidentifier
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![]() | initLoadCaseFactors |
initialize the models load case factors
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![]() | initMaterialCroSecLists |
initialize the list of materials and cross sections
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![]() | mass |
mass of the model
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![]() | massAndCOG |
calculate the mass in kg and center of gravity of the model
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![]() | material_ind | maps material guids to material indexes |
![]() | maxAbsLoad |
Calculates maximum absolute value of a point-load or mesh-load in the model which is used for scaling the load symbols
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![]() | MemberwiseClone | Creates a shallow copy of the current Object. (Inherited from Object.) |
![]() | minmaxEpsX |
calculate min/max axial strain in model
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![]() | setCroSecGroupIds |
sets the cross section family indexes according to the values in the given dictionary
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![]() | setCroSecMaterial |
set the cross sections material. The crosssection references the material.
Add the material to the model if not already there and set the name
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![]() | setLoadCaseFactors |
set the load case factors and the superimposition factors for
calculating states and display displacements
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![]() | setNumberOfLoadcases |
this is used to limit the number of load-cases in case of eigenform- or natural frequency calculations
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![]() | syncNumberOfLoadcases |
synchronize the number of load-cases with the feb-model
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![]() | toString |
string representation of the model
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![]() | ToString | Returns a string that represents the current object. (Inherited from Object.) |
![]() | Transform |
transform the model
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![]() | updateDeformation |
Set position of displaced vertices in this model
Deform geometry of defl_model by adding displacements of given loadcase multiplied by factor.
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![]() | updateMaterialCroSecLists |
update the list of materials and cross sections
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Name | Description | |
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![]() | beamsets | beamsets of the model |
![]() | cro_guid2ind_ | maps cross section guids to crosec indexes |
![]() | crosecs | cross sections of the model |
![]() | dp | display properties |
![]() | elems | elements of the model |
![]() | eloads | element loads of the model |
![]() | gravities | gravity definitions of the model |
![]() | in_crosecs | list of cross sections which were input by the user when assembling the model |
![]() | in_materials | list of materials which were input by the user when assembling the model |
![]() | joints | joints of the model |
![]() | loadCaseFacs_ | factors for each loadcase |
![]() | mat_guid2ind_ | maps material guids to material indexes |
![]() | materials | materials of the model |
![]() | maxDisp | maximum displacement of all load-cases |
![]() | maxEpsX | minimum strain in the structure - only valid if minmaxEpsX_isValid == true |
![]() | minEpsX | minimum strain in the structure - only valid if minmaxEpsX_isValid == true |
![]() | minmaxEpsX_isValid | true if min/max EpsX has been calculated |
![]() | mloads | mesh-loads of the model |
![]() | nodes | system nodes in their original position |
![]() | number_of_created_finite_elements | number of elements which were computer generated in the course of e.g. splitting beams |
![]() | ploads | point loads that act on the model |
![]() | pmass | point masses of the model |
![]() | superimpFacsDisplacements_ | factors for superimposing the displayed displacements |
![]() | superimpFacsStates_ | factors for superimposing load cases |
![]() | supports | supports of the model |