## 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 98

When considering the modeling of pitting corrosion , two questions are of interest

: The spatial distribution of corrosion

evolution of corrosion in time . As the maximum pit

the ...

When considering the modeling of pitting corrosion , two questions are of interest

: The spatial distribution of corrosion

**depth**at a specific point in time and theevolution of corrosion in time . As the maximum pit

**depths**are the main interest ,the ...

Page 121

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

will have

that sizing errors in non - destructive defect

significant ...

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

will have

**depth**a . olw ) plo , H0 , - oh Ï Ï plw ) plo , do , dow It is important to notethat sizing errors in non - destructive defect

**depth**measurements can besignificant ...

Page 122

The probability of finding nothing , given that a defect exists , is the integral over

all possible

STRUCTURAL RELIABILITY The preceding section has described the ...

The probability of finding nothing , given that a defect exists , is the integral over

all possible

**depths**of the probability of a given defect**depth**not being detected :STRUCTURAL RELIABILITY The preceding section has described the ...

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### Common terms and phrases

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