Local Buckling on Pipes
Local Buckling on Pipes
(OP)
Hello All,
Please, What would be a good procedure to get the maximum loads (or contact pressure ) to avoid a local buckling in a pipe, for example : a straight pipe supported on the middle of span ( the region pipe/support ) and the maximum moment which could be applied on a curved pipe (elbow) to avoid the critical ovalization and buckling ?
Thanks for the help.
Please, What would be a good procedure to get the maximum loads (or contact pressure ) to avoid a local buckling in a pipe, for example : a straight pipe supported on the middle of span ( the region pipe/support ) and the maximum moment which could be applied on a curved pipe (elbow) to avoid the critical ovalization and buckling ?
Thanks for the help.





RE: Local Buckling on Pipes
One of the three good Lincoln Welding series of books.
RE: Local Buckling on Pipes
http://virtualpipeline.spaces.msn.com
RE: Local Buckling on Pipes
In this case I would have a pressure and hot pipe (B31.1/B31.3).
Thanks
RE: Local Buckling on Pipes
http:
http://virtualpipeline.spaces.msn.com