Tutorial Inventor - 039 FINITE ELEMENT ANALYSIS - Parts (Moment)

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  • เผยแพร่เมื่อ 18 ต.ค. 2024

ความคิดเห็น • 12

  • @pointer7pl
    @pointer7pl ปีที่แล้ว

    i wish myself and word to have more so open mind profesors like you are sir. This kind of free open learning is what word needs. I hope and wish you have lot of money and pleasure of every minute of your time here; you deserve it. I'm just here on 39 this turtorials are awesome ! Thank you.

  • @hameedetemadi8390
    @hameedetemadi8390 ปีที่แล้ว

    Very nice learning and experience

  • @Tracks777
    @Tracks777 4 ปีที่แล้ว

    lovely video

  • @MercedesBenzS600LAMG
    @MercedesBenzS600LAMG 2 ปีที่แล้ว

    Wow, with a lot of variety, We can choose the perfect material and thickness till we reach the desired Saftey factor :) one question, is there a place where i can read about , what are the required safety factors for industries ? :)

    • @prof-stancescu
      @prof-stancescu  2 ปีที่แล้ว +1

      A coefficient of 1 is at the breaking point.
      Its value depends on the purpose of the part or machine. An airplane has a little over 1 (1.4 ... 1.5), but a locomotive has 20 or more, because it has to be heavy anyway.

    • @MercedesBenzS600LAMG
      @MercedesBenzS600LAMG 2 ปีที่แล้ว

      ​@@prof-stancescu Thank you for explaining :)

  • @williamhensley8322
    @williamhensley8322 3 ปีที่แล้ว

    How do you access moment constraints? For example, if I wanted to see the deformation caused by two clamped sides of a panel, maybe I'd want to constrain all 6 motions, Fx,Fy,Fz,Mx,My,Mz. Why can't I find this? While I know that inventor professional doesn't have buckling simulation codes, I was playing with a panel that had uniaxial loading and clamped on the same sides. I would want to prevent rotation about the axis in the same direction as the loaded edge part. As of right now, my simulation is constrained in the x,y, and z direction, but because I added no Mx constraint at the fasteners, there is an angle made at the fasteners. If I wanted it clamped, there should be no rotation there. I don't know if I'm missing something, but it seems so much easier in patran, and also ansys.

    • @prof-stancescu
      @prof-stancescu  3 ปีที่แล้ว +2

      I'd show this in the tutorial.
      If you send me a picture with your problem would be more useful (constantin.stancescu@gmail.com).

    • @williamhensley8322
      @williamhensley8322 3 ปีที่แล้ว

      @@prof-stancescu Thanks for offering to take a look. I just sent you a gmail with a detailed explanation of my FEA and what I want to do specifically.