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ssc-367 - Ship Structure Committee

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second objective is to accurately evaluate the fatigue strength of<br />

the structure components and to calculate the cumulative fatigue<br />

damage basedon stress-historyand fatigue strength. While some of<br />

the uncertaintiesoccur in nature,others are caused by shortcomings<br />

in simulating the actual behavior.<br />

Uncertainties in Predicting Stress Histor.v<br />

It is necessaryto model the actual structure as closely as possible<br />

to determine the applied loads and the response of the structure to<br />

these applied loads. Since marine structures are typically<br />

indeterminate structures, stresses are strongly dependent on the<br />

structuralconfiguration,necessitatingcareful simulationof actual<br />

member and joint behavior.<br />

a) Hydrodynamic Loads Model<br />

The ship structureloads model allows the use of strip methods<br />

or 3-D flw solutions to determine the wave loads. The<br />

accuracyof the wave loaddeterminationdepends on the ability<br />

to accurately define the wave force coefficients, marine<br />

growth, wave steepness, hydrostatic effects and hydrodynamic<br />

effects.<br />

The loads on a stationary semisubmersible or fixed platform<br />

are typically determined from Morison’s equation. Fixed<br />

platform loads are largely affected by the accuracy of wave<br />

inertia and drag force coefficients, wave steepness, marine<br />

growth and the shieldingeffectof componentmembers.’ The use<br />

of a stick model is valid for a fixed platform, the use of a<br />

stick model for a structure made up of large members will<br />

result in inaccurate loads.<br />

Becauselargememberswill disturb the flow, leading to highly<br />

frequency dependent diffraction, a three-dimensional<br />

diffraction theory is often used to determine the wave force<br />

componentsto directly accountfor the effect of one member on<br />

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