Allowables B31.4

Posted by: Pune

Allowables B31.4 - 10/01/13 11:54 PM

Dear All,

I am doing static analysis of a complete buried pipe, code B31.4.

If I run the analysis with 25 barg as P1, the output in Caesar give me allowables for operating load case, hence i have a certain value for the code stress ratio.

If I increase P1 from 25 barg to 27.3 barg, Caesar's output doesn't yield anymore allowables for operating case.

Why?

Thank you
Posted by: Pune

Re: Allowables B31.4 - 10/05/13 12:11 PM

No ideas?
Posted by: Richard Ay

Re: Allowables B31.4 - 10/12/13 04:47 PM

It depends on whether the pipe is in tension or compression (restrained or unrestrained). Compression / restrained has an OPE condition. Tension / unrestrained does not. So the answer to your question is that the behavior depends on the specific. Loads
Posted by: Pune

Re: Allowables B31.4 - 10/13/13 01:58 AM

Thank you for your reply Richard.

I'll try to sum up my case, please tell me whether I am right or not.

Hoop stresses formula is as below:

sigma_h = (Pi - Pe) * (D-t)/(2*t)

By increasing Pi from 25 barg to 27.3 barg, Pi becomes higher than Pe, so the pipe is now in tension. Tension / Restrained doesn't have any OPE allowable.

You didn't mention such combination (Tension / Restrained), but I suppose that whenever we have tension, there are no OPE allowables.
Posted by: Richard Ay

Re: Allowables B31.4 - 10/21/13 09:30 PM

Yes, exactly.