## 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

It is therefore assumed here that the initial welding process has resulted in a

probability density function of defect

distribution pla ) is generally derived from measurements of defects which have

been ...

It is therefore assumed here that the initial welding process has resulted in a

probability density function of defect

**depth**which is denoted here by pla ) . Thedistribution pla ) is generally derived from measurements of defects which have

been ...

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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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