1.1 Cumulative damage
1.1.1 The fatigue assessment of the structure is based on the
application of the Palmgren-Miner cumulative damage D taken as:

where:
ni : Number of cycles at stress range Δσi.
Ni : Number of cycles to failure at stress range Δσi.
ntot : Total number of stress range blocks.
i : Stress range block index.
1.1.2 As the long term stress range distribution of a structural detail in a ship
can be described by a two-parameter Weibull distribution, as given in Ch 9, Sec 1,
[3.1.1], fatigue damage can be obtained by means of a closedform equation, as given in
[5].
1.2 Fatigue strength assessment
1.2.1 Assessment of the fatigue strength of structural members according to [2]
includes the following three steps:
- a) Calculation of stress ranges, according to [3].
- b) Selection of the design S-N curve, according to [4].
- c) Calculation of the cumulative damage and the fatigue life calculation,
according to [5].