Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations cowski 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: *

  • Users: OtherCart
  • Content: Threads
  • Order by date
  1. OtherCart

    How to apply end moments to a box-section beam under axial load for buckling analysis?

    Hi all, The beam is subjected to an axial load and end moments and I’m trying to find the critical end moment loads (Mcr) that cause buckling. I have a thin-walled hollow 2ply-composite beam (modelled with shell elements in Abaqus) that is simply supported (LHS is pinned, RHS is a roller...
  2. OtherCart

    Excess Molybdenum - ASTM A694 F65

    Hi all, I’m looking at ASTM A694 F65 for a subsea flange. However the client spec specifies ISO 15590-3, and there is a difference in maximum Molybdenum content. 0.15 – 0.20% for ASTM A694 F65 0.1% for ISO 15590-3 I'm aware that Molybdenum primarily increases the corrosion resistance of...
  3. OtherCart

    Wall thickness stress analysis: Subsea pipeline with cladding

    Hi there, I’m looking at a pipeline with wall thickness of 20mm and a 5mm corrosion-resistant alloy cladding. In terms of stress analysis and calculations, are there any guidelines or codes that state whether or not the 5mm cladding can be considered as part of the pipe wall thickness? Thanks
  4. OtherCart

    Cladding in subsea pipe wall thickness analysis

    Hi there, I’m looking at a pipeline with wall thickness of 20mm and a 5mm corrosion-resistant alloy cladding. In terms of stress analysis and calculations, are there any guidelines or codes that state whether or not the 5mm cladding can be considered as part of the pipe wall thickness? Thanks

Part and Inventory Search

Back
Top Bottom