Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 4American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 33
Table 6 Equivalent Hoop stress “ Usage factors " The different requirement to failure probability given by the safety class is reflected in the safety class factor and is given in Table 5 Safety Class partial safety factor .
Table 6 Equivalent Hoop stress “ Usage factors " The different requirement to failure probability given by the safety class is reflected in the safety class factor and is given in Table 5 Safety Class partial safety factor .
Page 44
SAFETY PHILOSOPHY RP - F101 describes two alternative approaches to the assessment of corroded pipelines . ... The first approach is in accordance with the safety philosophy adopted in the DNV Offshore Standard OS - F101 , Submarine ...
SAFETY PHILOSOPHY RP - F101 describes two alternative approaches to the assessment of corroded pipelines . ... The first approach is in accordance with the safety philosophy adopted in the DNV Offshore Standard OS - F101 , Submarine ...
Page 54
Safety Class Low may for instance be considered for water injection pipelines ( see DNV OS - F101 ) . The annual failure target failure probabilities associated with these safety classes are 104-106 for the Normal Safety Class , 10--10 ...
Safety Class Low may for instance be considered for water injection pipelines ( see DNV OS - F101 ) . The annual failure target failure probabilities associated with these safety classes are 104-106 for the Normal Safety Class , 10--10 ...
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Contents
PIPELINE RELIABILITY AND LIMIT STATES DESIGN | 1 |
DESIGN OF PIPELINES AND RISERS | 5 |
OMAE99PIPE5019 | 21 |
Copyright | |
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Common terms and phrases
acceptable allowable analysis applied approach ASME assessment associated assumed axial bending branch buckling calculated capacity Conference considered construction Copyright corrosion cost crack defect defined deformation dent depth described determine developed diameter direction displacement distribution effect element Engineering equation factor failure field Figure force fracture function fuzzy given heat increase initial input inspection installation internal internal pressure joint length limit load material maximum measured Mechanics method modes neural networks obtained occur Offshore operating parameters performed pipe pipeline plastic possible predicted presented pressure probability problem range reduce reliability represent respectively risk safety sand shown shows soil specified specimens standard steel strain strength stress structural surface Table Technology temperature valve wall thickness weld yield