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ssc-367 - Ship Structure Committee

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While API S-N curves are applicableto stationarymarine structures,<br />

other S-N curves by DEn and Det norske Veritas (DnV - Ref. 1.7) may<br />

be equally applicableto stationaryand mobile vessels with tubular<br />

and orthogonally stiffened plate construction. The preferred S-N<br />

curve should be defined in the design criteria. Typical S-N curves<br />

applicableformarine structuresare illustratedon Figure3-7. S-N<br />

curves are discussed further in Section 5.<br />

Cumulative Damacle<br />

The calculation of cumulative damage is typically performed using<br />

the Palmgren-Minerdamage rule. In this approach fatigue damage is<br />

calculated by dividing stress range distribution into constant<br />

amplitude stress range blocks, assuming that the damage per load<br />

cycle is constant at a given stress range and equal to:<br />

Dti = l/N<br />

where,<br />

Dtiis the damage, and<br />

N is the constant-amplitudenumber of cycles to<br />

given stress range.<br />

failure at a<br />

Another key assumption of the Palmgren-Miner damage rule is that<br />

damage is independent of order in which loads are applied.<br />

Accordingly, for the case of a stress history with multiple stress<br />

blocks, Sti,each block having n cycles, the cumulative damage is<br />

defined by:<br />

This is the Miner-Palmgren formula, where:<br />

3-17

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