## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |

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Page 97

[ 6 ] simplified approaches are described for risk based

steel components subject to fatigue and corrosion respectively . For each of the

acceptance criteria , the contributions from the individual functions of the

considered ...

[ 6 ] simplified approaches are described for risk based

**inspection**planning forsteel components subject to fatigue and corrosion respectively . For each of the

acceptance criteria , the contributions from the individual functions of the

considered ...

Page 100

For a plan with a different threshold ( maximal annual failure probability )

annum the first

figure 5 ...

For a plan with a different threshold ( maximal annual failure probability )

**inspection**times is calculated accordingly . For a threshold equal p . = 10 * prannum the first

**inspection**would be planned in year 4 . This is in accordance withfigure 5 ...

Page 275

OMAE2001 / S & R - 2144 ABSTRACT Structural reliability before and after

interval can be obtained by estimating updated failure possibility as a function of

time .

OMAE2001 / S & R - 2144 ABSTRACT Structural reliability before and after

**inspections**is dependent on many factors best expressed ... Optimal**inspection**interval can be obtained by estimating updated failure possibility as a function of

time .

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acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage defined dependent depth determined developed direction distribution dynamic effect element Engineering environmental equation estimate evaluated event example expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection International limit load loss maintenance maximum mean measured Mechanics method motion normal obtained offshore operational parameters peak performed period pipe pipeline platform possible predicted present probability probability of failure procedure production random range relative reliability represents response return period riser risk safety ship shown shows simulation spectral spectrum statistical storm strength stress structure surface Table theory typical ultimate uncertainties variables wave height wind