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 inspection planning for
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 for
steel 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 )
inspection times is calculated accordingly . For a threshold equal p . = 10 * pr
annum the first inspection would be planned in year 4 . This is in accordance with
figure 5 ...
For a plan with a different threshold ( maximal annual failure probability )
inspection times is calculated accordingly . For a threshold equal p . = 10 * pr
annum the first inspection would be planned in year 4 . This is in accordance with
figure 5 ...
Page 275
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 .
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 dependent depth determined developed directional distribution dynamic effect element Engineering environmental equation estimate evaluated example expressed extreme factor failure fatigue Figure force frequency function fuzzy given growth important increase initial inspection limit load loss maintenance marine maximum mean measures Mechanics method motion normal observed obtained offshore operations parameters peak performed period pipe pipeline platform possible prediction present probability procedure production random range relative reliability represented response return period riser risk safety ship shown shows significant simulation spectral spectrum statistical storm strength stress structure surface Table theory typical uncertainty variables wave height wind