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 115
The sequence in which the cycles are applied are not important when the growth is accumulated in a linear manner . The pipe dimension were not an important variable in the life predictions made here . RECOMMENDATIONS The following ...
The sequence in which the cycles are applied are not important when the growth is accumulated in a linear manner . The pipe dimension were not an important variable in the life predictions made here . RECOMMENDATIONS The following ...
Page 132
This table again shows the importance of the value of f2 . Also , for most configurations it shows that an RSR = 1.6 ... It may be seen in this figure that the value of failure cost is also important in determining the optimum RSR .
This table again shows the importance of the value of f2 . Also , for most configurations it shows that an RSR = 1.6 ... It may be seen in this figure that the value of failure cost is also important in determining the optimum RSR .
Page 194
Most of the earlier work has been done There are three important loads that must be determined , for fatigue for offshore structures ( tubular joints ) , considering single and fracture analysis . These are : components , ref ( 5,8,12 ...
Most of the earlier work has been done There are three important loads that must be determined , for fatigue for offshore structures ( tubular joints ) , considering single and fracture analysis . These are : components , ref ( 5,8,12 ...
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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