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#46775 - 01/16/12 06:28 AM EXPLAINING ABOUT B31.4
M.Mohammad Offline
Member

Registered: 08/01/09
Posts: 99
Loc: Japan
Hello Dears,
I want to have explaining about below paragraph that is in Quick Reference Manual for B31.4.

Amount the pipeline may be considered under complete axial restraint, i.e. long and buried. This option is used primarily when the user is adding bending stresses to the stresses already developed in the pipeline due to its buried restraint. This condition occurs when, for example a branch is tieing into a long buried header and the soil supports are not modeled. The equation for stress in CAESAR II is:

Stress = (Fac) x abs[ Ea(T2-T1) + (1-n) Shoop ] + (SE + SL)(1-Fac)

Where:

E = elastic modulus
a = thermal expansion coefficient per degree
T2 = operating temperature
T1 = ambient temperature
n = Poisson's ratio
Shoop = hoop stress in the pipe.
SE = expansion stress due to bending
SL = sustained stress due to pressure.

Fac should be a number between zero and one. One, when the pipe is fully restrained, i.e. buried for a long distance. Zero when the pipe is subject to no buried axial restraint. The default value for Fac is 0.0. Note that when Fac is 0.001, this indicates to CAESAR II that the pipe is buried but that the soil supports have been modeled. This will cause the hoop stress component, rather than the longitudinal stress, to be added to the operating stresses, conforming to the spirit of the restrained line stress calculation above.
_________________________
Best Wishes,
M.Mohammad

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#46801 - 01/17/12 09:24 AM Re: EXPLAINING ABOUT B31.4 [Re: M.Mohammad]
Dave Diehl Offline
Member

Registered: 12/14/99
Posts: 2382
Loc: Houston, TX, USA
The Code is black and white when it comes to "restrained pipe" - either it is fully restrained (buried) or it is not restrained by soil whatsoever.
This "Fac" is our attempt to provide some shades of gray in handling buried pipe. You enter the value for "Fac" to share the stress calculation between the two equations provided. But, if you are actually modeling the soil, these simplified approaches need not apply and a value of "Fac" = 0.001 is teh CAESAR II flag to bypass this simplification that you show in the stress equation above.
It is up to you to set "Fac".
_________________________
Dave Diehl

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#48901 - 05/21/12 10:33 AM Re: EXPLAINING ABOUT B31.4 [Re: Dave Diehl]
Gino2010 Offline
Member

Registered: 11/07/10
Posts: 24
Loc: ShangHai,
Sir,

That is to say I need to modify FAC to 1 to reflect pipelines subject to buried axial restraint complying with B31.4 mannually?


Best Regards

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