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ssc-367 - Ship Structure Committee

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Fatigue strength of a tubular joint is shown to improvedue to weld<br />

profiling (References 7.12 and 7.13). Weld profiling (including<br />

grinding of weld toe) has two primary benefits:<br />

● It can minimize the potential for crack propagation by<br />

removing inherent crack-like flaws.<br />

● It can reduce stress concentrations by improving local weld<br />

profile.<br />

However, grindingto remove flaws and to provide a smooth transition<br />

between the weld and parent material is not universally accepted as<br />

quantifiable benefit unless the weld toe undercut is sufficient.<br />

Both AWSand API do not require a correctivemeasure if the undercut<br />

of weld toe is less than 0.01 in. (See Figure C 10.7.5, Reference<br />

4.14). DnV (Section3.3.1 , Reference 1.7) states, “the effect of<br />

weld profiling giving the weld a smooth concave profile compared<br />

with the typical triangular or convex shape~ improve the fatigue<br />

properties.”Although DnV accepts the use of an X-curve (in lieu of<br />

a T-curve) provided weld profiling is carried out, it also<br />

stipulates that the effect of profiling on the S-N curves will be<br />

considered for each case separately.<br />

The weld profiles applicabletoAPI XandX’ S-N curves are shown on<br />

Figure 7-3. However, to ensure that the flaws at weld toe are<br />

removed, grinding or AWJ process should result in sufficient<br />

undercut at the weld toe. The minimum undercut recommended by the<br />

DEn Guidance Notes (Reference 1.6) is shown on Figure 7-4.<br />

Further discussion and an excellentoverview of the effects of weld<br />

improvementtechniques is provided by Bignonnet (Reference7.14).<br />

7.2.3<br />

Environmental Parameters<br />

The environment in which fatigue cracks initiate and propagate<br />

substantiallyaffectsfatiguelife. The amplitude,distributionand<br />

7-1o

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