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#70929 - 01/31/18 11:59 PM Subsea hydrotest pressure B31.8 VIII
Van Ha Offline
Member

Registered: 07/29/09
Posts: 195
Loc: Ho Chi Minh City, Vietnam
Subsea pressure is defined as: P = Pi - Pe

P will be put in hoop stress equation P*D/(2t) for code check. As I know, by defining wave, CII will calculate Pe to implement the (Pi-Pe) term in the hoop equation

For hydrotest case as defined by Project: P = 1.25*(Pi-Pe) = 1.25*Pi - 1.25*Pe

The value 1.25*Pi can be input in Classical Input. And there is no change in wave data, I think CII will calculate Pe only. The 1.25*(Pi-Pe) term is required for Hoop stress calculation

My question: how to tell CII to calculate 1.25*Pe?

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#70939 - 02/01/18 01:09 PM Re: Subsea hydrotest pressure B31.8 VIII [Re: Van Ha]
Richard Ay Offline
Member

Registered: 12/13/99
Posts: 6226
Loc: Houston, Texas, USA
Unfortunately you can't.
_________________________
Regards,
Richard Ay - Consultant

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#70943 - 02/02/18 12:38 AM Re: Subsea hydrotest pressure B31.8 VIII [Re: Van Ha]
Van Ha Offline
Member

Registered: 07/29/09
Posts: 195
Loc: Ho Chi Minh City, Vietnam
Hi Richard,

Any tip/trick to overcome this issue?

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#70946 - 02/02/18 09:56 AM Re: Subsea hydrotest pressure B31.8 VIII [Re: Van Ha]
Richard Ay Offline
Member

Registered: 12/13/99
Posts: 6226
Loc: Houston, Texas, USA
Sorry but no. This has never come up before. To address this will require a program modification.
_________________________
Regards,
Richard Ay - Consultant

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