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PostPosted: Mon Nov 22, 2010 11:01 am 
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Which thickness (shell/ nozzle neck thickness or higher one) will have to be considered for welding procedure qualification for a shell to nozzle corner joint (for set-in and/ or set-on type construction).

As per IX-80-67
For set-in type construction, only shell thickness is to be considered and for set-on construction, nozzle neck thickness is a consideration.

As per IX-98-20
As per interpretation, higher thickness of joining elements of dissimilar thickness is to be considered for qualification.

Even though the joint configurations indicated in the interpretation IX-98-20 are not exactly for shell-nozzle joints, do we need to consider this interpretation for shell-nozzle corner joints as well. Is interpretation IX-80-67 still in use or obsolete.
If for shell-nozzle corner joint, interpretation IX-98-20 is not applicable, what may be the reason for different interpretations/ requirements for almost similar joint types?

Regards
SS


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PostPosted: Wed Dec 08, 2010 11:01 pm 
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sanjeev_shukla70 wrote:
Which thickness (shell/ nozzle neck thickness or higher one) will have to be considered for welding procedure qualification for a shell to nozzle corner joint (for set-in and/ or set-on type construction).

As per IX-80-67
For set-in type construction, only shell thickness is to be considered and for set-on construction, nozzle neck thickness is a consideration.

As per IX-98-20
As per interpretation, higher thickness of joining elements of dissimilar thickness is to be considered for qualification.

Even though the joint configurations indicated in the interpretation IX-98-20 are not exactly for shell-nozzle joints, do we need to consider this interpretation for shell-nozzle corner joints as well. Is interpretation IX-80-67 still in use or obsolete.
If for shell-nozzle corner joint, interpretation IX-98-20 is not applicable, what may be the reason for different interpretations/ requirements for almost similar joint types?

Regards
SS


Sorry, I do not agree with any of the two: In both cases both min (presumably nozzle pipe) and max (presumably shell) thk. shall be considered.
Mauro


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PostPosted: Thu Dec 09, 2010 1:14 am 
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Mauro,

Its not a matter of agreement or disagreement, there are two interpretations from ASME and appears to be contradicting on logical ground so the questions are;

1. Whether IX-80-67 is still in use or obsolete?
2. Whether IX-98-20 is applicable for corner joint of shell-nozzle welding?
3. If IX-98-20 is not applicable for shell-nozzle corner joint, what may be the reason for different interpretation for almost similar joint configurations?

or to make it simple, if I have a shell (18 mm thk) - nozzle (nozzle neck - 75 mm thk) corner joint (set-in type), which thickness will govern for qualifying welding procedure?

Regards


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PostPosted: Sun Dec 12, 2010 11:51 pm 
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Hi SS,

I agree with Mauro.

However, I think we don’t need a interpretation, it is time to read the code.
Important for the answer is the joint. Unfortunately this fact is not mentioned in you question. Therefore, I assume the joint is a groove joint.

The common used processes GTAW, SMAW, GMAW and SAW guide you in the tables QW-253 through QW-256 for the qualified base metal thickness to QW-403.8 und for the qualified deposited weld metal to QW-404.30. Both paragraphs give the reference to the well-known and confusing table QW-451.
In this table you find two columns for the qualified thicknesses of a joint. One column for “Range of Thickness T of Base Metal, Qualified” and one column “Maximum Thickness t of Deposited Weld Metal, Qualified”. That means you have to consider both the base metal thickness (capital letter T) and the weld metal thickness (lower case letter t).
In this table are more notes than content. And unfortunately one of these beautiful notes is the key to your question.

Code:
“Note (1): The following variables further restrict the limits shown in this table when they are referenced in QW-250 for the process under consideration: QW-403.9, QW-403.10, QW-404.32, and QW-407.4. Also, QW-202.2, QW-202.3, and QW-202.4 provide exemptions that supersede the limits of this table.”

The applicable referenced paragraph for your case is QW-202.4.
Code:
“QW-202.4  Dissimilar Base Metal Thicknesses. WPS qualified on groove welds shall be applicable for production welds between dissimilar base metal thicknesses provided:
(a)  the thickness of the thinner member shall be within the range permitted by QW-451
(b)  the thickness of the thicker member shall be as follows:
(1)  For P-No. 8, P-No. 41, P-No. 42, P-No. 43, P-No. 44, P-No. 45, P-No. 46, P-No. 49, P-No. 51, P-No. 52, P-No. 53, P-No. 61, and P-No. 62 metal, there shall be no limitation on the maximum thickness of the thicker production member in joints of similar P-Number materials provided qualification was made on base metal having a thickness of 1 ⁄ 4 in. (6 mm) or greater.
(2)  For all other metal, the thickness of the thicker member shall be within the range permitted by QW-451, except there need be no limitation on the maximum thickness of the thicker production member provided qualification was mate on base metal having a thickness of 1 1⁄2 in. (38 mm) or more.
More than one procedure qualification may be required to qualify for some dissimilar thickness combinations.”

That means if the thickness of both members of a groove joint are different you have to consider base metal thickness T1, base metal thickness T2 and the thickness of the weld metal t.

Please note in addition Interpretation IX-80-67 is not obsolete, but was revised:

Code:
Interpretation: IX-80-67
Subject: Section IX, Nozzle to Shell Connections
Date Issued: December 8, 1980
File: BC80-675
............
ATTENTION
    The foregoing Interpretation has been further considered, and the following corrected Interpretation sent to the inquirer.
    Correction Issued: March 12, 1981
 Question: When nozzle or branch connections are attached to the wall or head of a pressure vessel, what are the basic criteria establishing procedure and performance qualification?
 Reply: For groove weld procedure qualification, the base metal thickness range for all base metals being joined in addition to the deposited weld metal thickness range for each process used must be qualified in accordance with QW-451 (see QW-202.4).  Also, see exemptions in QW-202 for fillet weld procedure qualifications.
    ......

_________________
Kind regards,
Juergen Fleischfresser


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PostPosted: Tue Dec 14, 2010 3:19 am 
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Hi Juergen,

Thanks for your detailed explanation. Yes your assumption was correct for groove joint to figure UG 40- d or e.

If I understood it correctly, for shell - nozzle corner joint to fig UG 40 (d/ e) (shell = 20 mm, nozzle neck = 75 mm) , I am required to qualify a welding procedure using at least 38 mm coupon (considering SMAW/ SAW/ GMAW/ GTAW processes).

Thanks for highlighing revision in IX-80-67 but isn't it like abolishing the interpretation which used to allow qualification based on shell thickness (actual weld deposit thickness)

Any idea about the logic for using higher thickness for welding qualification when the actual weld deposit thickness is much less.

Regards
Sanjeev


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PostPosted: Sat Dec 25, 2010 11:40 am 
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Quote:
Any idea about the logic for using higher thickness for welding qualification when the actual weld deposit thickness is much less.

Regards
Sanjeev[/quote]

Weld metal and base metal thk. are two different issues and they influence the metallurgy of the weld in two different ways. e.g.
Base metal thk. as increases adds the capacity of the base metal to draw heat
Weld metal thk as increases adds heat
General consideration about different Interpretation: They are just interpretion, not Code, they may have been issued by different persons and may be different, answers depend very much on how the question has been formulated.
Mauro


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