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Design of Outfit Elements in Ships for Fatigue Technical ... - EWF

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Comments<br />

Description <strong>of</strong> Type <strong>of</strong> connection Detail<br />

category<br />

∆σR Equipment Detail Sketch <strong>of</strong> connection with<br />

fatigue crack and stress<br />

considered σ<br />

71<br />

63<br />

1.4 Pipe penetration Pipe penetrat<strong>in</strong>g a plate with circumferential fillet weld<br />

d ≤ 50 mm<br />

d > 50 mm<br />

Note:<br />

In case <strong>of</strong> large diameters an assessment based on local<br />

stresses is recommended<br />

Assessment correspond<strong>in</strong>g to doubl<strong>in</strong>g<br />

plate<br />

63<br />

56<br />

50<br />

1.5 Dra<strong>in</strong> plugs Dra<strong>in</strong> plugs accord<strong>in</strong>g to DIN 87721-1<br />

(Diameter about 190 mm)<br />

tD ≤ 0.8 t<br />

0.8 t < tD ≤ 1.5 t<br />

tD > 1.5 t<br />

For t2 ≤ 0.7 ⋅ t1 ∆σR can be upgraded by<br />

one category, however not beyond 80<br />

80<br />

71<br />

63<br />

56<br />

Stiffener welded to a plate <strong>in</strong> load<strong>in</strong>g direction<br />

R ≤ 50 mm<br />

50 mm < R ≤ 150 mm<br />

150 mm < R ≤ 300 mm<br />

R > 300 mm<br />

2.1 Holder <strong>in</strong> unsupported plate<br />

panel<br />

arranged parallel to ma<strong>in</strong> load<br />

80<br />

Stiffener welded to a plate transversely to load direction<br />

(valid <strong>for</strong> short and long stiffeners)<br />

2.2 Holder <strong>in</strong> unsupported plate<br />

panel<br />

arranged transverse to ma<strong>in</strong> load<br />

Page 3 <strong>of</strong> DVS 3501

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