Modelling composite beams in Ansys

Discussion in 'Software' started by fencer, Feb 27, 2006.

  1. fencer
    Joined: Jun 2005
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    Location: Stockholm

    fencer Junior Member

    HI,

    How do you model composite beams in ansys? i am using beam 188 element, but i would like to use different layups for the web and the flange with shell elements.

    /G
     
  2. MikeJohns
    Joined: Aug 2004
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    Location: Australia

    MikeJohns Senior Member

    Its easy in the FEA we use , Is there nothing in the help files on composite beams ?
     
  3. FRA2003
    Joined: Oct 2005
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    Location: France

    FRA2003 New Member

    Hello,

    I am a Nastran user; what i can say is that the use of shell elements to modelize a beam is not recommended. The best is to modelize the monolitic with a 3D elements like Hexa and the flange with shell elements. Use a 3D orthotropic material for the monolitic and a 2D ortho for the flange.
     

  4. fencer
    Joined: Jun 2005
    Posts: 9
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    Location: Stockholm

    fencer Junior Member

    Thx

    HI,

    I figured out the way in ansys. It is by looking at composite sections and making ur own sections, does not take a lot of time once u know how to. there is a good enough information about the same in the help file.

    Thanks!
    /G
     
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