## 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 28

It is not the intention of the

It is not the intention of the

**present**paper to review this work . However , some comments are made in Section 2 about the structural reliability which forms the basis for the corrosion modelling work discussed in the ...Page 121

The sizes are used to determine the probability that given a defect is

The sizes are used to determine the probability that given a defect is

**present**it will have depth a . It is important to note that sizing errors in non - destructive defect depth measurements can be significant for some methods ...Page 122

The probability of nothing being found by an inspection , pli ) , consists of two parts : the probabilities of finding nothing when there is , or is not , a defect

The probability of nothing being found by an inspection , pli ) , consists of two parts : the probabilities of finding nothing when there is , or is not , a defect

**present**. That is , p ( I ) = p [ / ID ) p ( D ) + p / 1DPD ) ( 6 ) ...### 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 expected 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 storm strength stress structure surface Table theory typical uncertainty variables wave height wind