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 depth at a specific point in time and the evolution of corrosion in time . As the maximum pit depths are the main ...
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 the evolution of corrosion in time . As the maximum pit depths are the main ...
Page 121
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 ) . The distribution pla ) is generally derived from measurements of defects which ...
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 ) . The distribution pla ) is generally derived from measurements of defects which ...
Page 122
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 ...
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 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 steel storm strength stress structure surface Table theory typical uncertainty variables wave height wind