RE: [PipingDesign] Dimensions of concentric reducers to ASME B16.9

From: <Steve>
Date: Tue Aug 20 2002 - 18:10:00 EDT

Hi Barbara

Kellogg "Design of Piping Systems", 1956, p82 states: " Marks [12] has fatigue tested smoothly contoured commercial reducers and finds a stress intensification factor of unity justified". ASME B31.1 (table D-1) gives the stress intensification factor as a formula dependent in part on the cone angle (along with other conditions), up to a maximum of 2.
If the service is non critical, I would work on a factor of 2. If critical, or if the use of 2 mucks up the design, I would keep looking. The approximation of a commercial reducer to a cone is probably not a good one because the commercial reducer knuckle radii will add flexibility not accounted for in a cone approximation.

Cheers

Steve McKenzie

-----Original Message-----
From: Geoff Stone DD&D Australia [mailto:blenrayaust@yahoo.co.uk] Sent: Wednesday, August 21, 2002 9:29 AM To: PipingDesign@yahoogroups.com
Subject: Re: [PipingDesign] Dimensions of concentric reducers to ASME B16.9

James,

Have you tried a Tube Turns manual? You may find that there is no specific dimensions and that they varty from manufacturer to manufacturer. I would try
the manufacturer in the first instance.
--- "James, Barbara" <bjames@mitsuibabcock.com> wrote:

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<tt>

I am looking for a resource that will give me information on the<BR> detailed dimensions of concentric reducers to ASME B16.9<BR>
<BR>

As part of an ASME III NB pipe stress analysis, details of the reducers<BR> are needed; specifically the length of the straight section at either<BR> end and the cone angle. <BR>
<BR>

This info isn't in the code, does anybody know where I might find it?<BR>
<BR>

Best regards<BR>
<BR>

Barbara James<BR>
<BR>
<BR>
<BR>

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Received on Tue Aug 20 18:10:00 2002

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