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  • Users: ATX3
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  1. ATX3

    FEA Post-Processor Development

    Hi guys, Thank you so much for replying to my post. I should have been more specific. I am developing a specialized FEA program tailored for a specific type of dynamic analysis. The deliverable is for a private client and they do not want a 3rd party pre-processor or post-processor to be...
  2. ATX3

    FEA Post-Processor Development

    Greetings, I am interested in learning more about how to develop an FEA post-processor. I would like to develop a GUI that is capable of displaying structure geometry, deformations, result contours, etc. I have a decent programming background, but I haven't done much with graphics...
  3. ATX3

    LS DYNA / Butterfly Meshing / Shock Wave Propagation

    Hello, I am relatively new to ALE analyses. I am planning to study shock wave propagation using LS DYNA's ALE capabilities. I've been reading the literature and have come across some "buzz words" that I would like to know more about. For instance, what is butterfly meshing? Is it possible...
  4. ATX3

    Element Erosion

    Greetings, Has anyone performed an FE analysis whereby they defined an element erosion criterion for their 2D or 3D elements that also contained embedded truss elements (i.e., an RC member situation where you are modeling the rebar using the embedded element technique, but you are also wanting...
  5. ATX3

    Visualization Module Development

    Greetings, I am interested in developing my own post-processing / visualization module for my FE code. I am relatively green when it comes to graphics programming, thus I wanted to see if I could get some guidance as to where I should start. I am interested in developing a module that will...
  6. ATX3

    Knowledgeable in FEA, But New to ANSYS

    Hello, I am trying to familiarize myself with ANSYS, but am having a difficult time. I do not like the ANSYS Classic GUI, thus I've been working in the ANSYS Workbench (version 11). I am trying to familiarize myself with the GUI by just trying to model a simple axial bar; free at one end...

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