An Excellent guideline to the use of the WRC codes
Published by the Pressure Vessel Research Council of the Welding Research
Council.
Tel : (212) 591-7956
<a href="http://www.forengineers.org/wrc/">http://www.forengineers.org/wrc/</a>
Workshop Notes:
Nozzle Attachment Design Analysis:
ASME Code and WRC Bulletins
107 , 297 & 368
Feb 4 1998
The use of WRC codes for attachment design on vessels (for most
nozzle/vessel configurations)
is widely accepted in industry as Tony Paulin mentioned for 40+ years and
known to be conservative which also helps
compensate for the inaccuracies of calculating piping system loads in
particular transient loads and unknowns
of construction and service.
WRC297 shows a comparison between code results and FEA in appendix B with good agreement. And the stresses in the nozzle are higher than FEA but as stated is a reasonable conservative method.
Mark Upston
-----Original Message-----
From: Tony Paulin [mailto:tony@paulin.com]
Sent: Tuesday, September 03, 2002 7:43 PM
To: <a href="/group/PipingDesign/post?postID=fLDff9CAcjy6wedyZYBNiSDKA7y9u3CHZfuqvd1DX_6mnDme8pXfwAwgct9M28WXKDX6AvKadX7JI5q398RX05tthw">PipingDesign@yahoogroups.com</a>
Subject: Re: [PipingDesign] Wrc 107
Regarding WRC 107 Inquiry:
WRC 368 - Pressure stress calculations. The original WRC 107 data did not include pressure stress evaluations. Software developers again extended the original WRC 107 method since competition and users required it. 368 was intended to compile the existing stress data due to pressure into a more easily used form. 368 does not include external load evaluation however.
WRC 335 - Explanation of pressure and SIF evaluations of intersections by E. Rodabaugh. Excellent WRC bulletin putting most of the above in perspective.
3) One FEA tool that performs ASME VIII Div.2 App. 4&5 evaluations automatically, and also gives SIF's, flexibilities and allowable loads is produced by ourselves. Demonstration downloads are available from our web site at www.paulin.com.
4) Any general purpose FEA solver can be used to perform the same calculations as the NozzlePRO program mentioned above. Both Algor and a company in Germany have similar automodel products for nozzles that compare in varying degrees.
5) When t/T >> 1 and d/D < 0.5 and there is no repad and the stresses do not cycle and are not part of the evaluation, we have found that WRC 107 produces reasonable numbers for the highest stress in the vessel or header. As t/T <= 1.0 the high stress can move into the nozzle neck and WRC 107 does not calculate this.
Regards,
A.Paulin
----- Original Message -----
From: "Geoff Stone DD&D Australia" <blenrayaust@yahoo.co.uk>
To: "paul bowers" <pipingdesign@yahoogroups.com>
Sent: Tuesday, September 03, 2002 3:08 PM
Subject: [PipingDesign] Wrc 107
> Excuse my ignorance but could someone on the other side of the Pacific
ocean
> provide details of the relevance and aprentage of this document.
>
> Many thanks
>
> Geoff Stone
>
> =====
> Design Detail and Development (a division of Blenray Pty Ltd)
> We specialise in pipe network and waterhammer analysis, pipe stress
analysis, buried pipelines and the design of thermoplastic pipe systems.
> Local tel 0402 35 2313 fax 02 8850 2313
> Overseas tel 61 402 35 2313 fax 61 2 8850 2313
> Mail Address PO Box 1351 Castle Hill NSW 1765 Australia
>
> __________________________________________________
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>
> Texas Flange - a good source for information on industrial flanges, all
they ask is for referrals for designs they help with.
> 877-610-8924.
> www.texasflange.com
> =====================================================
> unsubscribe: <a href="/group/PipingDesign/post?postID=Zi9SIdab6BhcNZVGIbkbDT5PCF16S-jKUj04mebqre5kxwGB8cdcbzLDYJ5Jo-vdCWaPA1KrcyZztRlhbyU40wuMQ0q-ndOE_meSkuWlAZ8HzIc">PipingDesign-unsubscribe@yahoogroups.com</a>
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>
Texas Flange - a good source for information on industrial flanges, all they
ask is for referrals for designs they help with.
877-610-8924.
www.texasflange.com
Your use of Yahoo! Groups is subject to <a href="http://docs.yahoo.com/info/terms/">http://docs.yahoo.com/info/terms/</a> Received on Wed Sep 04 11:41:00 2002
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