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Local Buckling on Pipes

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.

RE: Local Buckling on Pipes

Try Tubular Steel Structures by Troitsky.
One of the three good Lincoln Welding series of books.

RE: Local Buckling on Pipes

(OP)
Hello,

In this case I would have a pressure and hot pipe (B31.1/B31.3).

Thanks

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