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ssc-367 - Ship Structure Committee

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3.2 REVIEW OF FATIGUE ANALYSIS PARAMETERS<br />

3.2.1 Fatique Analysis Criteria<br />

Fatigue analysis criteria for marine structures are developed in<br />

conjunctionwith the overall design criteria. The structure type,<br />

environmentalconditionsand the scope of the overall design effort<br />

all affect the fatigue analysis criteria. A fatigue life that is<br />

twice as long as the structure’sdesign life is routinely specified<br />

to ensure satisfactory fatigue performance. Larger safety factors<br />

are often used for critical components where inspection and/or<br />

repairs are difficult.<br />

For many marine structures the use of a probabilistic fatigue<br />

analysis, based on a probabilistic simulation of applied forces,<br />

residual stresses, defects and imperfections, crack growth and<br />

failure, appears to be desirable. This true probabilistic method<br />

may be considered an emerging technology and the time and cost<br />

constraints often require alternative methods to develop a design<br />

that meets the fatigue criteria.<br />

Although the following sections refer to both “deterministic”and<br />

“probabilistic”fatigue methods, essentially the discussions cover<br />

deterministicmethods. The probabilisticmethodsdefined only refer<br />

to probabilistictreatment of the ocean environment.<br />

3.2.2 Interacting Parameters<br />

Fatiguedesign and analysis is carriedout in conjunctionwith other<br />

activities that ensure proper design of the structure to meet all<br />

pre-service and in-service loading conditions. The structure and<br />

its component members must have sufficient strength to resist the<br />

extreme loads for a range of conditions, and these conditions are<br />

often interdependent.<br />

The design is an iterative process in which the general<br />

configuration gradually evolves. Thus, the fatigue design and<br />

3-7

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