Model Methods

Adds a vertex to the model and returns its index

builds the fe-model from the karamba-model.

Build finite element model from given geometry with a minimum of _lc_number load cases.

calculates approximate maximum distance of two points in the model

check whether there are results available for the model and a specific load-case and throw an exception in case there are none

check whether there are results available for the model and throw an exception in case there are none

Clear all loads

shallow clone the model

clone the model's elements. Must be done before changing them in order to avoid side-effects

clone the model's materials. Must be done before changing them in order to avoid side-effects

clone the model's nodes. Must be done before changing them in order to avoid side-effects

clone the model's point-loads. Must be done before changing them in order to avoid side-effects

clone the model's supports. Must be done before changing them in order to avoid side-effects

clone the model's vertex positions. Must be done before changing them in order to avoid side-effects

create FemBeam and RawBeam from beam identification string: add CrossSection and element load information

create GrassBeam and ModelBeam from beam index number: add CrossSection, Material and element load information

maps cross section guids to crosec indexes

deep clone the C++-model

disassemble the model and ouput its parts

true if model displacements have been calculated

returns list of elements that correspond to the given ids

Determines whether the specified object is equal to the current object.

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

update the NII forces based on the fe-model

gets called when a mapping was applied to the fe-model and the model needs an update before display

Allows an object to try to free resources and perform other cleanup operations before it is reclaimed by garbage collection.

returns true if the model can be calculated

returns message why model can not be calculated

true if forces in the model have been calculated

Serves as the default hash function.

Gets the Type of the current instance.

return the element's identification number for anidentifier

initialize the models load case factors

initialize the list of materials and cross sections

mass of the model

calculate the mass in kg and center of gravity of the model

maps material guids to material indexes

Calculates maximum absolute value of a point-load or mesh-load in the model which is used for scaling the load symbols

Creates a shallow copy of the current Object.

calculate min/max axial strain in model

sets the cross section family indexes according to the values in the given dictionary

set the cross sections material. The crosssection references the material. Add the material to the model if not already there and set the name

set the load case factors and the superimposition factors for calculating states and display displacements

this is used to limit the number of load-cases in case of eigenform- or natural frequency calculations

synchronize the number of load-cases with the feb-model

string representation of the model

Returns a string that represents the current object.

transform the model

Set position of displaced vertices in this model Deform geometry of defl_model by adding displacements of given loadcase multiplied by factor.

update the list of materials and cross sections