Welding Fabrication Standards - EWF
Welding Fabrication Standards - EWF
Welding Fabrication Standards - EWF
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<strong>Welding</strong> <strong>Fabrication</strong> <strong>Standards</strong> Page 78<br />
8.3.2 Requirements for inspection and testing and acceptance criteria<br />
Inspection and testing follow the general rules reported in EN ISO 3834; moreover different criteria<br />
are considered for extension and timing, depending on the following parameters:<br />
- place of execution (Worksop pre-fabrication – on site production);<br />
- type of weld (transverse welds, longitudinal welds, strength welds, attachment welds);<br />
- joint utilisation factor - k (defined as k = σ / σe, relationship “ULS stress / yield stress” in the<br />
weld);<br />
- execution class (E.C., already previously defined).<br />
Visual inspection has to be performed for the overall length of the welds, independently from the<br />
above cited factors; moreover for execution classes 1 to 3 additional testing is required, according<br />
to the following table.<br />
It has to be noted that there is not any specific guidance on the testing method, as general criteria<br />
reported in EN 12062 for the field of application of NDT testing apply.<br />
Requirements, depending on the<br />
joint type<br />
Independently from the joint type,<br />
general extension for NDT activities<br />
Transverse butt<br />
welds subjected to<br />
tensile stress<br />
Transverse butt welds subjected to<br />
compression stress<br />
Transverse fillet welds at end of lap<br />
joints and at connection gussets.<br />
Longitudinal welds and welds to<br />
stiffeners.<br />
Attachment welds (e.g. for fixing<br />
purlins, side rails, etc.)<br />
Execution Class -<br />
Workshop<br />
Execution Class – On site<br />
1 and 2 3 1 and 2 3<br />
The first 5 joints of each<br />
same type* shall be<br />
tested according to the<br />
following values.<br />
All joints shall<br />
be tested<br />
according to the<br />
following values<br />
The first 5 joints of each<br />
same type* shall be tested<br />
according to following<br />
values. The extent of<br />
additional NDT is reduced to<br />
50 % (minimum of 10%)<br />
0.8 ≤ k 100 % 50 % 100 % 100 %<br />
0.3 < k< 0.8 50% 20% 100% 50%<br />
k ≤ 0.3 10% 5% 20% 10%<br />
10 % 5 % 20 % 10 %<br />
20 % 10 % 20 % 10 %<br />
10 %, 5 % 20 % 10 %<br />
* Same basic dimensions, material grades, weld geometry and welded to the same procedures.<br />
Table 20 – Additional Requirements for NDT extension for Execution Classes 1 to 3.<br />
Unless otherwise specified, the acceptance criteria for welds shall be as follows, with reference to<br />
EN ISO 5817: Any special requirements on weld geometry and profile shall be taken into account.<br />
Execution class Acceptance criteria<br />
4 EN ISO 5817 – Quality level D<br />
3 EN ISO 5817 – Quality level C<br />
2 EN ISO 5817 – Quality level B<br />
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