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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 />

Istituto Italiano della Saldatura Lungobisagno Istria, 15 - 16141 Genova (I) - Tel. 01083411 - Fax 0108367780<br />

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