## 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 197

This can be realistic to assume independence between system components . explained by the fact that

This can be realistic to assume independence between system components . explained by the fact that

**cracks**from the ... When the**crack**develops into a through thickness**crack**the geometry is Figure 2 shows graphically the difference ...Page 436

The statistical distribution of time to

The statistical distribution of time to

**crack**initiation ,**crack**propagation and**crack**detection are updated at each time of inspection and used to derive better estimates of reliability and of the number of repaired elements as a ...Page 438

The probability of nonfailure in the time interval [ T ; » ) , where 1e [ T ,, 7 , -1 ) is ] ;, + value of the reliability level Rmin and the detectable

The probability of nonfailure in the time interval [ T ; » ) , where 1e [ T ,, 7 , -1 ) is ] ;, + value of the reliability level Rmin and the detectable

**crack**size ad , j + 1 = ad , for je [ 0 , n ) , is fixed .### What people are saying - Write a review

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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 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 steel storm strength stress structure surface Table theory typical uncertainty variables wave height wind