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ssc-367 - Ship Structure Committee

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The different methods and their applicationsequences are discussed<br />

in the following sections.<br />

4.1.2<br />

Simplified Analysis and DesictnMethods<br />

The simplified analysis and design methods applicable to ship<br />

structures and offshore structures are based largely on both<br />

theoretical knowledge and past experience and account for the<br />

environmentlikely to be encountered. Typically, ship hull girders<br />

are designed to resist maximum bending moments due to still water<br />

plus awave-induced conditionderivedfrom harsh North Atlanticwave<br />

data (Reference 4.1). The basic hull girder, designed for the<br />

extreme environment loading, is intended to have ample crosssectional<br />

area and moment of inertiato keep the magnitude of stress<br />

reversalslow and exhibit low susceptibilityto fatiguedamage. The<br />

minimum plate and scantling sizes specified and the detailing<br />

developed are intended to keep the nominal and peak stress ranges<br />

low to prevent fatigue failures in the secondary members. In<br />

addition,steel is specifiedto ensurethat its chemical composition<br />

and mechanical propertieswill make it less susceptible to fatigue<br />

failure.<br />

Similarly, offshore platform joints are designed to resist maximum<br />

punching shear and crushing stresses. The joint details are<br />

developed to minimize the SCFS and cyclic stress ranges to make them<br />

less susceptible to fatigue failure. Such an indirect approach to<br />

fatiguedesign shouldbe supplementedby an empirical approach based<br />

on constant stress range cycle fatigue life test data.<br />

ShitI<strong>Structure</strong>s<br />

An allowable stress method for ship structuredesign should be used<br />

to assess applied stresses against allowable stresses. The<br />

objective of applying the method is to identify those conditions<br />

that requireno furtherfatigue assessmentand those conditionsthat<br />

require more comprehensive fatigue analyses.<br />

4-2

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