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Found 8 results

  1. Dear. Altair support team, Can I plot the 3D contour from the raw data line impored from Hypergraph2D as the figure below. For the value between the data lines, they may be interpolated simply. How to set up such kind of graph using Hypergraph 3D? thank you for your answer best regards
  2. Hi, Can we calculate contour area on a surface? for e.g green contour as per pic attached? or area percentage? Or, Can we export contour plot result into .csv file? (tabulate results) Thanks http://innovationintelligence.com/wp-content/uploads/2014/11/8-Sample-contour-plot-in-Hyperview.png
  3. 結果が表示されている状況で、コンター結果はentity.contour_val, ベクトル結果はentity.vector_valで注釈(note)内で利用できます。 ベクトル結果は合力で表示されますが、末尾にベクトル番号を指定することで個別に各成分を扱うことが出来ます。 ベクトル成分ごとの注釈表示.mp4
  4. Hello, I am seeing an error in a couple of files where the displacement contours are plotted 'backwards' on the model. That is, the displacement contours are plotted at full magnitude on the undeformed model at t=0 Then at t=1, all contours show zero magnitude but the model is in it's deformed state. Von Mises Stress contours appear correctly, with 0 stress at t=0. RADIOSS solver deck. Results from other parts using the same deck are displaying as expected. Thanks
  5. I have Hyperview Player v14.0 which I use to view stress contour plots (h3d files). The player has an option to change the min & max of the contour plot but it doesn't change the entire scale of the contour (see attached PDF of snapshots). Is this a bug in the software or am I doing it wrong? Hyperview player14.pdf
  6. How could we apply a contour plot to a model using tcl commands ? Such that after doing so when an animation is started, the contour plot appears with it ? I've found commands to SetDataType and SetDataComponent for the contour Handle, however I could not find an apply command for the same. Any help is appreciated. Thank you.
  7. 入力ファイルのシェルメッシュの板厚値でコンター表示するには、 Derived Resultsを使用すると可能です。
  8. Hello, I have a double supported beam that I have divided into a non-design and design space. After running an optimization and generating the structure with ossremesh I did an FEA reanalysis on the model. When checking the stress contours I noticed that their were discontinuities between the design and non-design space. Running edge and face equivalence showed that there were no unconnected nodes. Both the design space and non-design space have the same material, but located in different properties. What could be the problem? Thank you, -Eric
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