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Impact test of Duplex SS material UHA-51(d)(3)

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Vishal Mistry

Mechanical
Apr 25, 2018
8
I have a query regarding Impact Testing of Duplex SS Material.

As per ASME Section VIII Div. 1, Clause UHA-51(d)(3) Impact testing is exempted for Duplex SS as follows:

for the following steels in all product forms at MDMTs of −20°F (−29°C) and warmer:
(a) austenitic ferritic duplex steels with a nominal material thickness of 3⁄8 in. (10 mm) and thinner;

As per above statement I can understand that Plate/Pipe whose thickness is less than 10 mm or less that is exempted from the impact test. But what about the Duplex SS Weld neck or any other standard flange ? It will also exempt from the impact test or not ?

Please provide your suggestion on this issue.

Thanks & regards,
Vishal Mistry
 
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ASME fittings and flanges will follow the same requirements in UHA-51 (d)3.
 
For something like a weld neck flange, the question becomes "What is the governing thickness?". It appears that the as-welded thickness is the "governing thickness" (UHA-51(a)), but to me that is uncertain, unless clarified as by an interpretation, etc. I use the quotes because the language does not appear in Part UHA.

The type of explanatory material found in Part UCS-66(a) & etc. is totally absent from Part UHA. I've always found that a bit odd.

Regards,

Mike

The problem with sloppy work is that the supply FAR EXCEEDS the demand
 
Mike. Maybe this is a good time to dig in the Interpretation volumes to see if the query has been addressed before and if not, write the Code committee an Interpretation.
 
Looking outside of ASME VIII, it should be noted that Charpy testing can be used as a quality control tool irrespective of other code requirements: see, for example, API TR 938-C, or NACE Corrosion 2012, Paper 1096. Thus, simply because 'the code' doesn't require it, doesn't mean that Charpy testing should be completely neglected.

Steve Jones
Corrosion Management Consultant


All answers are personal opinions only and are in no way connected with any employer.
 
XL83NL, agree.

The problem with sloppy work is that the supply FAR EXCEEDS the demand
 
Found this Interpretation, taken together with UW-40(f) it seems definitive.
Regards,

Mike

The problem with sloppy work is that the supply FAR EXCEEDS the demand
 
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