3.7.1.1 ModelView
Last updated
Last updated
The “ModelView”-component of the “Results” subsection controls the general display properties of the structural model (see fig. 3.7.1.1.1). More specific visual properties that relate to beam and shell elements can be defined with the “BeamView” and “ShellView”-component. The viewing options get stored in the model. Settings of view-components thus stick with the model and remain valid further down the data-stream until changed by another view-component.
When adding a “ModelView” to the definition it is sometimes a good idea to turn off the preview of all other components so that they do not interfere. Clicking on the black menu headings unfolds the “ModelView”-component and unveils widgets for tuning the model display. Each of these will be explained further below. The range and current value of the sliders may be set by double-clicking on their knob.
The “ModelView”-component features six plugs on its left side:
"Model" | Expects the model to be displayed. |
"LCase" | Selects the load-case to be displayed parametrically. The input is a string containing selection criteria separated by "/". For details see the section about the "Load-Case Selector"-component. By default, the first load-case of the first load-case-combination is displayed. "First" refers to the alpha-numeric order of the load-case combination's names. Setting "Load Case Combination" in the "Result Selection" submenu to something else than "none" overrides the setting via "LCase". |
"Colors" | Color plots for e.g., stresses use a color spectrum from blue to white to red by default. One can customize the color range by handing over a list of RGB-values to the “Colors”-plug. There have to be at least four colors given. The first color is used for values below, the last color for values above the current number range. The remaining colors get distributed over the number range (see fig. 3.7.1.1.2). The colors are centered on zero if zero is part of the number range. Otherwise, the colors spread evenly between lower and upper numerical limit. In case you want to change the coloring defaults, set them in the “karamba.ini”-file. There it is also possible to switch off the centering around zero by setting “center_color_range_on_zero” to false. Alternatively, it is possible to select from a list of color-ranges via the component's context menu: right-click on the component, go to item "Colors" and select a color range. |
"View" | This plug lets one select those parts of a model which shall be displayed. It expects a list of strings or Breps. The default value is an empty string which means that the whole model shall be visible. As one can see in fig. 3.7.1.1.1 it is possible to input regular expressions. These start with the character “&” and adhere to the conventions for regular expressions as used in C#. The identifier of each element of the model is compared to each item of the given string list. In case a list entry matches the element identifier the element will be displayed. Fig. 3.7.1.1.1 contains four examples of “Id” lists: The first would limit visibility to element “A”, the second to element “B”. The third is a regular expression which matches elements “A” or “C”. The fourth matches elements “A” to “C”. In case one prefers a short-cut method for selecting multiple elements it is possible to use a simplified regular expression: It ends with "$" and matches all elements whose names start with the characters up to the "$"-sign. Alternatively, one can plug closed Breps into the “View”-plug. In that case only those elements get displayed which lie inside one of the volumes with at least one of their end-nodes. Besides their names elements can be referred to via their index number. This allows to use the output "MaxUtilView" and "MaxDispView" of the "OptiCroSec"-component for diagnostic model views. |
"defDir" | If the input is a vector, it specifies the direction of the displacement component to be displayed. Alternatively, one can supply a plane to project the displacements on it. By default, the resultant displacements are shown. |
There are five output plugs on the "ModelView"-component:
“Model” | Is the model which was fed in on the left side with viewing options attached. |
“DefMesh” | You can get the mesh of the shells and beam cross sections of the deformed model for further processing. It is a list of meshes with each item corresponding to one shell or beam. |
“DefAxes" | Delivers the axes of the beams of the deformed structure as interpolated 3rd degree nurb-splines. Use the Length/Subdivision slider to set the number of interpolation points. |
"DefModel” | When there are results available from a statical calculation, the translational nodal deflections are scaled and added to the node coordinates of the original model so that the "defModel"-output contains the deformed geometry. |
"DefMax" | Maximum displacement of the displayed model parts in centimeter. The setting of the "defDir"-input is taken into account, the deformation scaling factor not. |
The “Display Scales”-submenu contains check boxes and sliders to enable/disable and scale displacements, reaction forces at supports, load-symbols, support-symbols, local coordinate systems and symbols for joints at the endpoints of elements (see fig. 3.7.1.1.3). The displacement scale influences the display and the output at the "defMesh"-, "defAxes"- and "defModel"-plug. It has no effect on stresses, strains, etc. The colors of the local coordinate axes red, green, blue symbolize the local X-, Y-, and Z-axis.
The slider entitled “Length/Segment[m]” lets one control the distance at which beam results (displacements, forces, moments, etc.) are plotted (see 3.6.7). It also sets the number of control points that are used for the “defAxes”-output and for displaying. In case of very large models or when the unit for geometry input is wrong, the default length per segment setting may lead to very long rendering times. To avoid this the karamba.ini variable "MaxEvaluationPointsInModel" limits the overall number of evaluation points to 30000 by default.
In some cases, the color display of results gets distorted by the presence of stress concentrations or utilization peeks. They make much of the structure look unstrained with some small patches of color where the peeks are. The “Upper Result Threshold”- and “Lower Result Threshold”-sliders let you eliminate these extreme values. In case of the “Upper Result Threshold”-slider a value of x% sets the upper boundary value of the color range in such a way that x% of the actual value range is below. For the lower threshold it is vice versa. Values in the model beyond the given thresholds are given special colors to make them easily recognizable.
By default, the result threshold values given above refer to the value range in percent. Sometimes it turns out to be practical to prescribe absolute values as thresholds (e.g., the yield stress of a material). The radio button group “Result Threshold as” can be used to switch between relative and absolute thresholds.
Limiting the value range of utilization values can be confusing: If the result thresholds are given in percent, then setting the lower threshold to zero and the upper to 100 displays the full range of utilization values. If the result thresholds are given as absolute values, then a lower threshold of −100 and an upper threshold of 100 limit the color range to the areas where the material resistance is sufficient.
The "Annotations"-submenu lets one display model related text information on the canvas (see fig. 3.7.1.1.4). Use the "Text Height Factor" to scale the display test. This controls also the character size of output further downstream (e.g., numbers on cross section force diagrams). For a more fine-grained control of the text output see the comments in the "karamba.ini"-file.
The “Annotations” menu contains checkboxes for adding visual information to parts of the model as follows:
"Node tags" | attaches node-indexes to nodes |
"Element tags" | attaches element-indexes to elements |
"Element Ids" | displays the element identifiers |
"Elements" | if enabled the “defAxes” output-plug emits the axis of the deformed elements as lines and shows them on the Rhino-canvas. |
"CroSec names" | displays the name of the cross-section of each element |
"Material names" | displays the name of the material of each element |
"Eccentricities" | visualizes beam eccentricities as blue lines at the end-points if active. |
"Load values" | adds the numerical values of loads or point masses to the corresponding symbols |
"NII" |
Here one can enable the display of element-, cross section- and material-colors. See sections 3.1.6, 3.3.1 or 3.4.1 for how to set them. In order to to visualize the colors enable "Cross section" under "Render Settings" of the "BeamView"- or "ShellView"-component.
This submenu exists for convenience. It offers the same functionality like the "Result Selection"-submenu of the "Result Selector"-component (see section 3.7.1.2). When the load case combination selection is set to "none" the selection via the input-plug "LCase" controls the display. Otherwise the settings in the "Result Selection" submenu override the choice provided at the input-plug.
prints the value of second order theory normal forces for all elements where it is not equal to zero. For the meaning of see section 3.6.2
