Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations waross on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  1. puzha518

    HI, All, I am new to Pro/Mechani

    HI, All, I am new to Pro/Mechanica. I am trying a simple practice problem with composite shell elements. I have a solid thin plate. Since I can not use "shell pair" as I can not assigned laminate property to a "Shell pair", I try to use the just the top surface. I assign the laminate property...
  2. puzha518

    Composite Failure Analysis

    For Maximum stress and strain criteria, FS = 1/FI For Tsai-Hill, FS = 1/Sqrt(FI) For Tsai-Wu and Hoffman, you have to solve a quadratic equation for FS. There is no simple equations between FS and FI.
  3. puzha518

    Composite Failure Analysis

    The default output for composite failure analysis is the "Failure Index". Is there any way to output the "Margin of Safety" or "Factor of Safety"? For Tsai-Hill or Maximum Stress Criteria, we can calculate the Facotr of Safety from failure index. However, with Tsai-Wu or Hoffman, it is not easy...
  4. puzha518

    Composite Ply stress from SOL 109 or 112

    Thanks a lot. Then how can I calculate the failure index? Using the element stress or element force. I read the Nastran manual and it said that the element stress is, in general, not accrate. Is that true?
  5. puzha518

    Composite Ply stress from SOL 109 or 112

    I was not able to recover the composite ply stress or failure index when I was running a transient analysis with either SOL 109 or SOL 112. I tried to set NOCOMPS to be 0, 1 or -1. Just no ply stress (I can get element stresses and element forces though). Anybody has this type of experience or...

Part and Inventory Search