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  1. Staszkinson

    How to read integrated properties of beam section B31OS

    Dear Abaqus useres, In my analysis I use B31OS finite elements integrated before analysis. My profile in Abaqus/CAE is defined by I profile option. Where can I read the integrated properties of my cross section (total area, moments of intertia, torsional properties etc.)? Thank you for help.
  2. Staszkinson

    Ansys WB. User defined result option and bending moment in beam189 element.

    Dear Ansys users, I would like to read bending moments from my beam189 elements. In Ansys WB it is easy to plot bending moment diagram as colored maps with legend. It is very inaccurate. How can I obtain exact results in node / integration point of my beam189 element? I tried to use User...
  3. Staszkinson

    Help (solid-shell models)

    Hello, Do you have any screenshots? Generally you can try to use Shell-To-Solid coupling in the "Interaction Module".
  4. Staszkinson

    [Ansys Mechanical] Hide regions with stress concentration

    Thank you, Did you mean ESEL command? (according to "elements" word). I would ask about one more thing. I don't exactly get formulation from APDL Help: "Item - Label identifying data, see Table 134: ESEL - Valid Item and Component Labels. Some items also require a component label. If Item =...
  5. Staszkinson

    [Ansys Mechanical] Hide regions with stress concentration

    Hello, I would like to ask about Ansys Mechanical Functions. Is it possible to hide regions of my structure, where stress concentration (for shell elements) and bending moment concentration (for beam elements) are the highest? Let's say that I would like to hide some finite elements with the...
  6. Staszkinson

    Flip Normal of Planar Surface

    Not exactly. I though about simple button or function to change normal of planar surface. Anyway, thank you for help.
  7. Staszkinson

    Flip Normal of Planar Surface

    How is it possible that SolidWorks can't flip shell normal surface. It's ridiculous. Maybe I should rotate my Planar Surface by 180°?
  8. Staszkinson

    Flip Normal of Planar Surface

    Hello, Is it possible to flip normal of Planar Surface in SolidWorks?
  9. Staszkinson

    Structural steel properties at elevated temperatures EN 1991-1-2 and EN 10028-2

    Got this one! Thank you!
  10. Staszkinson

    Structural steel properties at elevated temperatures EN 1991-1-2 and EN 10028-2

    You right. I got some test results for 16Mo3 at elevated temperatures and it has higher yield stress, especially at 20ºC. At this temperature the differences are the biggest. Anyway, I rather use code yield strength for 16Mo3 instead of real stress-strain data due to safety regulations. Can You...
  11. Staszkinson

    Structural steel properties at elevated temperatures EN 1991-1-2 and EN 10028-2

    Hello, Thank You very much for the answer. First of all, the material I need to use is definitely 16Mo3. This is not typical structural steel. Please take a look into EN 1993-1-2, 1.1.2 (8). You can find there information: "The methods given are applicable to any steel grade for which...
  12. Staszkinson

    Export line from SolidWorks to Parasoloid

    Thanks for the answer. .stp format seems to be better. The point is that I need to export from SolidWorks shell model with lines at the same position as edges of shell surfaces. Then I want to import this geometry to Design Modeller (Ansys Workbench). Unfortunately there are no lines all the...
  13. Staszkinson

    Export line from SolidWorks to Parasoloid

    Hello, is it possible to export from solidworks line, using parasoloid format file, just like solid body or shell body?
  14. Staszkinson

    Structural steel properties at elevated temperatures EN 1991-1-2 and EN 10028-2

    Hello, I have got a question about yield strength of structural steel at elevated temperatures according to EN 1993-1-2 and EN 10028-2. 1/ According to EN 1993-1-2, reduction factors for yield strength are very striking. In a different publications we can find informations that at 50°C, yield...
  15. Staszkinson

    Stres

    Hello, Sorry for incorrect topic of this thread. I agree with you. Let's talk about technical problems in Ansys WB. Correct me if I'm wrong. In WB I can define isotopic hardening in two ways: 1/ by "Bilinear Isotropic Hardening" option. In this case I use tangent modulus instead of strain...
  16. Staszkinson

    Stres

    Hello, According to Abaqus, it is well-known that he needs true stress - true strain input data in the material module. In this case user have to convert engineering values for true stress - true strain values manually. What type of data should I use in Ansys Workbench - engineering...
  17. Staszkinson

    Coupling degrees of freedom of shell and beam elements.

    Hello, I work in Ansys Workbench and got some problem. What tool should I use to tie degrees of freedom of beams and shells? Manual Mesh Connection in case of two shells works fine, but when I want to tie beam elements and shell elements it's impossible to use Manual Mesh Connection option...
  18. Staszkinson

    Thermal-stress and strain analysis in ANSYS. Element type question.

    Thank you very much.
  19. Staszkinson

    Thermal-stress and strain analysis in ANSYS. Element type question.

    Correction 1/: I mean SHELL181 element.
  20. Staszkinson

    Thermal-stress and strain analysis in ANSYS. Element type question.

    Hello, I decided to perform simplified analysis without CFD analysis. I would like to ask about element type and modeling in WB. I was going to model my structure using only surfaces (for shell element purposes), but I need to take into account thermal gradients (different temperatures on both...

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