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Recent content by celeron8

  1. celeron8

    steel framing

    Thank you. I edited the original post. It might be elevations, cross section is not showing it clearly. but that is the best explanation
  2. celeron8

    steel framing

    I was looking at roof framing plan, and it includes the following W21x55 (+2 1/2"). what does that mean (+2 1/2")?
  3. celeron8

    Error 47

    I'm trying to run my model using Ansys 14 APDL. at specific time i got this error forrtl severe 47, I attached a file showing the it. I couldn't find it anywhere in the documents. I cant proceed with my work anymore thanks for help
  4. celeron8

    total force sum

    hello all, I have been looking for answers of these questions long time ago How can I get the total force sum of nodes for each substep without reading each step? the same manner we do with displacement with time. I noticed that some studies model concrete reinforcement as link element and as...
  5. celeron8

    non convergence

    I was able to run it with displacement , but it doesn't work when applying force
  6. celeron8

    Urgent ANSYS help

    I'm not sure what exactly do you want, maybe you need two parts connected perfectly, you may connect nodes or merge them after meshing.
  7. celeron8

    ANSYS program has stopped working?

    I use WINDOWS7. control panel<system and security<backup and restore<Recover system setting or your computer< open system restore you should choose time previous the crash time. it is not formatting, you will not lose your files but will affect any new downloaded program. be sure to check the...
  8. celeron8

    non convergence

    There is no error or warning messages at all, just non convergence. I thought that could be a failure of structure, but it didn't reach the maximum capacity.
  9. celeron8

    help in load step in ansys

    you need to do substeps, check out this page http://www.mece.ualberta.ca/tutorials/ansys/IT/NonLinear/NonLinear.html
  10. celeron8

    ANSYS program has stopped working?

    I faced something like that last week, so I restored my computer to a point older than the problem date and it works perfect now.
  11. celeron8

    non convergence

    hello all, I'm doing my first analysis using ansys 14, modeling concrete column confined with CFRP using SOLID65 and SHELL181 (membrane only), the shared nodes were merged for perfect bond. the concrete modeled using (concrete and DP). the column fixed at the end and displacement is applied on...
  12. celeron8

    Different properties for same object

    Im modeling a concrete column. Part of the column has different properties than the other part( different stress strain curve)due to confinement , but still same object ( concrete and SOLID65). How can I model this? I was thinking of making separate volumes then connect the nodes to act like...
  13. celeron8

    ANSYS element type

    Thank you for help, I will check it out
  14. celeron8

    ANSYS element type

    Thank you Drej , that is so helpful. Is there any document listing the new types compared to old once, it is hard to know which are the same when u r newbie :). Also I'm doing circular column confined with composites, which is the best SHELL type that is work better for the composite material...
  15. celeron8

    ANSYS element type

    Thank you tibiX, this method does work but unfortunately these types are no longer supported.
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