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  1. jstegmann

    anybody have experience with topological optimization ?

    Hi, I've worked a lot with topology optimization in my research and I know through contacts in industry that the method is used (but not widely) to solve practical problems. It's a beautiful method for doing really basic design but keep a few things in mind. First, you should start out with a...
  2. jstegmann

    Rigid body modes

    Hi, I just want to make a comment regarding the original point b). As zuardy points out, numerical integration has to do with hour-glass modes, which are in fact zero energy modes resulting from an insufficient order of numerical integration (in the Gauss quadrature). Many shell and plate...
  3. jstegmann

    Beam in Ansys

    Hi everyone, I was just wondering if some of you have any experience with obtaining bending-moment diagrams in Ansys. I have figured out a way but it is tedious to say the least. In brief I currently have to define an Element Table with SMISC,6 and SMISC,12 entries and plot the Element Table...
  4. jstegmann

    Element Selection

    Hi, In my experience the use of shell elements require a good deal of insight since a number of things might go wrong. On the other hand it can often be difficult to obtain usefull results when modelling shell/plate structures with solid elements (e.g. 8- or 10 node). Simply because a large...

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